AQUINO-MARK-JOSEPH-PROJECT-DESIGN-RCD1

TECHNOLOGICAL INSTITUTE OF THE PHILIPINES 938 Aurora Blvd., Cubao, Quezon City CE 015 (Principles of Reinforced/Prestressed Concrete) Design Project Submitted by: Aquino, Mark Joseph B. 1910185 ACADEMIC INTEGRITY PLEDGE I swear on my honor that I did not use any inappropriate aid, nor give such to others, in accomplishing this coursework. I understand that cheating and/or plagiarism is a major offense, as stated in TIP Memorandum No. P-04, s. 2017-2018, and that I will be sanctioned appropriately once I have committed such acts. Aquino, Mark Joseph B. 1910185 Introduction The design project is a school building. It has a floor area of 596.96 sqm. The building is made up of 5 floors and length of the beam used is 6 meters and 4 meters and length of the Columns that were used is 3.2m. The structure has different facilities composed of classrooms, offices, studios, cafeterias, and laboratories to accommodate the needs of the students, teachers, and non-teaching staff. This project will focus on designing beams, columns, slabs, and footings made of concrete and steel bars. The values and parameters that were used in this project were based on NSCP 2015 (National Structural Code of the Philippines) and NBCP (National Building Code of the Philippines). And the programs that were used to make this project possible were AUTOCAD 2021, SKETCHUP 2012, and Microsoft Excel. The flow of this paper will first be presenting the proposed architectural plans and structural plans. The second segment of the paper will be focusing on how the design of each component of the structure is conceived. Which entails the load capacity of the structure and the number of main bars, stirrups, ties, and temperature bars that will be used and their spacing. BEAM 1 DIST. LOAD BEAM 1 DIST. LOAD BEAM 1 DIST. LOAD BEAM 1 DIST. LOAD BEAM 1 DIST. LOAD BEAM 1 DIST. LOADBEAM 1 DIST. LOAD BEAM 1 DIST. LOAD BEAM 1 DIST. LOAD BEAM 1 DIST. LOAD BEAM 1 DIST. LOAD BEAM 1 DIST. LOADBEAM 1 DIST. LOAD BEAM 1 DIST. LOAD BEAM 1 DIST. LOAD BEAM 1 DIST. LOAD BEAM 1 DIST. LOAD BEAM 1 DIST. LOADBEAM 1 DIST. LOAD BEAM 1 DIST. LOAD BEAM 1 DIST. LOAD BEAM 1 DIST. LOAD BEAM 1 DIST. LOAD BEAM 1 DIST. LOADBEAM 1 DIST. LOAD BEAM 1 DIST. LOAD BEAM 1 DIST. LOAD BEAM 1 DIST. LOAD BEAM 2 DIST. LOAD BEAM 2 DIST. LOADBEAM 2 DIST. LOADBEAM 2 DIST. LOADBEAM 2 DIST. LOAD BEAM 2 DIST. LOAD BEAM 2 DIST. LOAD BEAM 2 DIST. LOADBEAM 2 DIST. LOADBEAM 2 DIST. LOADBEAM 2 DIST. LOAD BEAM 2 DIST. LOAD BEAM 2 DIST. LOAD BEAM 2 DIST. LOADBEAM 2 DIST. LOADBEAM 2 DIST. LOADBEAM 2 DIST. LOAD BEAM 2 DIST. LOAD BEAM 2 DIST. LOAD BEAM 2 DIST. LOADBEAM 2 DIST. LOADBEAM 2 DIST. LOADBEAM 2 DIST. LOAD BEAM 2 DIST. LOAD BEAM 2 DIST. LOADBEAM 2 DIST. LOAD BEAM 2 DIST. LOAD BEAM 2 DIST. LOADBEAM 2 DIST. LOAD BEAM 2 DIST. LOAD BEAM 2 DIST. LOADBEAM 2 DIST. LOAD BEAM 2 DIST. LOAD BEAM 2 DIST. LOADBEAM 2 DIST. LOAD BEAM 2 DIST. LOAD BEAM 2 DIST. LOADBEAM 2 DIST. LOAD BEAM 2 DIST. LOAD BEAM 2 DIST. LOADBEAM 2 DIST. LOAD BEAM 2 DIST. LOAD BEAM 2 DIST. LOADBEAM 2 DIST. LOAD BEAM 2 DIST. LOAD BEAM 2 DIST. LOADBEAM 2 DIST. LOAD BEAM 2 DIST. LOAD BEAM 1 DIST. LOAD BEAM 1 DIST. LOAD BEAM 1 DIST. LOAD BEAM 1 DIST. LOAD BEAM 1 DIST. LOAD BEAM 1 DIST. LOAD BEAM 1 DIST. LOAD BEAM 1 DIST. LOAD BEAM 1 DIST. LOAD BEAM 1 DIST. LOAD BEAM 1 DIST. LOAD BEAM 1 DIST. LOAD BEAM 1 DIST. LOAD BEAM 1 DIST. LOAD BEAM 1 DIST. LOAD BEAM 1 DIST. LOAD BEAM 1 DIST. LOAD BEAM 1 DIST. LOAD BEAM 1 DIST. LOAD BEAM 1 DIST. LOAD BEAM 1 DIST. LOAD BEAM 1 DIST. LOAD BEAM 1 DIST. LOAD BEAM 1 DIST. LOAD BEAM 3 DIST. LOAD BEAM 3 DIST. LOAD BEAM 3 DIST. LOADBEAM 3 DIST. LOADBEAM 3 DIST. LOAD BEAM 3 DIST. LOAD BEAM 3 DIST. LOADBEAM 3 DIST. LOADBEAM 3 DIST. LOAD BEAM 3 DIST. LOAD BEAM 3 DIST. LOADBEAM 3 DIST. LOADBEAM 3 DIST. LOAD BEAM 3 DIST. LOAD BEAM 3 DIST. LOADBEAM 3 DIST. LOADBEAM 3 DIST. LOAD BEAM 3 DIST. LOAD BEAM 4 DIST. LOAD BEAM 4 DIST. LOADBEAM 4 DIST. LOADBEAM 4 DIST. LOAD BEAM 4 DIST. LOAD BEAM 4 DIST. LOADBEAM 4 DIST. LOADBEAM 4 DIST. LOAD BEAM 4 DIST. LOAD BEAM 4 DIST. LOADBEAM 4 DIST. LOADBEAM 4 DIST. LOAD BEAM 4 DIST. LOAD BEAM 4 DIST. LOADBEAM 4 DIST. LOADBEAM 4 DIST. LOAD BEAM 4 DIST. LOADBEAM 4 DIST. LOAD BEAM 4 DIST. LOADBEAM 4 DIST. LOAD BEAM 4 DIST. LOADBEAM 4 DIST. LOAD BEAM 4 DIST. LOADBEAM 4 DIST. LOAD BEAM 4 DIST. LOADBEAM 4 DIST. LOAD BEAM 4 DIST. LOADBEAM 4 DIST. LOAD BEAM 4 DIST. LOADBEAM 4 DIST. LOAD BEAM 4 DIST. LOADBEAM 4 DIST. LOAD PERSPECTIVE VIEW LOAD DISTRIBUTION Slab Thickness Base of the Beam Height of the Beam Longer Span Shorter Span Unit weight of Concrete Self Weight of Slabs Floor Finish Self Weight of Beam Live Load in terms of Pressure 0.2 0.3 0.5 6 4 24 4.8 1.1 3.6 4.8 STEP1: DEAD LOAD Total Dead Load in Terms of Pressure 5.9 kPa STEP2: LIVE LOAD Total Live Load in Terms of Pressure 4.8 kPa STEP3: ULTIMATE AND SERVICE LOADS Ultimate Load Service Load STEP4: WAY OF SLAB Way of Slab STEP5: SLAB TO BEAM DISTRIBUTED LOADS Rectangle Ultimate Triangle Ultimate Trapezoid Ultimate Rectangle Service Triangle Service Trapezoid Service STEP6: DISTRIBUTION LOAD ULTIMATE Beam 1 Distributed Load (Affected by One Trapezoid) Beam 2 Distributed Load (Affected by Two Trapezoids) Beam 3 Distributed Load (Affected by One Triangle) Beam 4 Distributed Load (Affected by Two Triangles) m m m m m KN/m^3 kPa kPa KN/m kPa 14.76 kPa 10.7 kPa Two-Way Slab 0 19.68 25.14666667 0 14.26666667 18.22962963 KN/m KN/m KN/m KN/m KN/m KN/m 29.466667 54.613333 24 43.68 KN/m KN/m KN/m KN/m SUMMARY OF MDM FINAL MOMENTS FRAME 1 Column AE -49.74476092 Beam AB 49.74476092 Beam BA -43.7784618 Column BF -43.7784618 Column CJ -43.7784618 Beam CD 43.7784618 Beam DC -49.74476092 Column DK 49.74476092 Column EA -35.56202881 Column FB 20.5013726 Column JC -20.5013726 Column KD 35.56202881 Column EL -23.88803521 Beam EF 59.45006402 Beam FE -105.5220977 Column FM -0.25219122 Beam FG 85.27291629 Beam GF -89.3599077 Column GN 0.155065113 Beam GH 89.20484259 Beam HG -87.99757854 Column HO 0 Beam HI 87.99757854 Beam IH -89.20484259 Column IP -0.155065113 Beam IJ 89.3599077 Beam JI -85.27291629 Column JQ 0.25219122 Beam JK 105.5220977 Beam KJ -59.45006402 Column KR 23.88803521 Column LE -26.39677241 Column MF 2.271334297 Column NG -0.322824652 Column OH 0 Column PI 0.322824652 Column QJ -2.271334297 Column RK 26.39677241 Column LS -28.29646092 Beam LM 54.69323332 Beam ML -100.680649 KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm Column Beam Beam Column Beam Beam Column Beam Beam Column Beam Beam Column Beam Beam Column Column Column Column Column Column Column Column Column Beam Beam Column Beam Beam Column Beam Beam Column Beam Beam Column Beam Beam Column Beam Beam Column MT MN NM NU NO ON OV OP PO PW PQ QP QX QR RQ RY SL TM UN VO WP XQ YR SZ ST TS Ta TU UT Ub UV VU Vc VW WV Wd WX XW Xe XY YX Xf 4.42141736 93.9878973 -86.36967202 -0.689342709 87.38183938 -88.90907936 0 88.90907936 -87.38183938 0.689342709 86.36967202 -93.9878973 -4.42141736 100.680649 -54.69323332 28.29646092 -27.68741212 4.047976123 -0.577970958 0 0.577970958 -4.047976123 27.68741212 -28.61687355 56.30428567 -100.9435476 4.119814643 92.77575687 -86.65710506 -0.571611227 87.80668724 -88.69665626 0 88.69665626 -87.80668724 0.571611227 86.65710506 -92.77575687 -4.119814643 100.9435476 -56.30428567 28.61687355 KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm Column Column Column Column Column Column Column Column Beam Beam Column Beam Beam Column Beam Beam Column Beam Beam Column Beam Beam Column Beam Beam Column Column Column Column Column Column Column Column ZS aT bU cV dW eX fX Zg Za aZ ah ab ba bi bc cb cj cd dc dk de ed el ef fe fm gZ ha ib jc kd le mf -30.15538238 4.565094553 -0.67662259 0 0.67662259 -4.565094553 30.15538238 -21.12926074 51.28464312 -102.1794135 3.340248889 94.27407002 -86.20838922 -0.521089275 87.40610108 -88.89694913 0 88.89694913 -87.40610108 0.521089275 86.20838922 -94.27407002 -3.340248889 102.1794135 -51.28464312 21.12926074 -10.56463001 1.670124508 -0.260544468 0 0.260544468 -1.670124508 10.56463001 KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm FINAL MOMENTS FRAME 2 Column AE -55.25487412 Beam AB 55.25487412 Beam BA -43.56078569 Column BF 43.56078569 Column CJ -43.56078569 Beam CD 43.56078569 Beam DC -55.25487412 KNm KNm KNm KNm KNm KNm KNm Column Column Column Column Column Column Beam Beam Column Beam Beam Column Beam Beam Column Beam Beam Column Beam Beam Column Beam Beam Column Column Column Column Column Column Column Column Column Beam Beam Column Beam Beam Column Beam Beam Column Beam DK EA FB JC KD EL EF FE FM FG GF GN GH HG HO HI IH IP IJ JI JQ JK KJ KR LE MF NG OH PI QJ RK LS LM ML MT MN NM NU NO ON OV OP 55.25487412 -52.2459024 22.72665702 -22.72665702 52.2459024 -50.1893378 102.4352402 -192.7375245 3.92285025 166.0880173 -162.9536741 -0.569411847 163.523086 -163.9984561 0 163.9984561 -163.523086 0.569411847 162.9536741 -166.0880173 -3.92285025 192.7375245 -102.4352402 50.1893378 -51.14174315 5.953173151 -0.889593314 0 0.889593314 -5.953173151 51.14174315 -51.53289055 102.6746337 -186.8090284 7.6334713 173.2223839 -160.3025388 -1.109559456 162.3016916 -164.6091529 0 164.6091529 KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm Beam Column Beam Beam Column Beam Beam Column Column Column Column Column Column Column Column Column Beam Beam Column Beam Beam Column Beam Beam Column Beam Beam Column Beam Beam Column Beam Beam Column Column Column Column Column Column Column PO PW PQ QP QX QR RQ RY -162.3016916 1.109559456 160.3025388 -173.2223839 -7.6334713 186.8090284 -102.6746337 51.53289055 KNm KNm KNm KNm KNm KNm KNm KNm SL TM UN VO WP XQ YR SZ ST TS Ta TU UT Ub UV VU Vc VW WV Wd WX XW Xe XY YX Xf ZS aT bU cV dW eX -50.97163169 7.283448186 -1.009343756 0 1.009343756 -7.283448186 50.97163169 -53.17641568 104.1480474 -187.0737471 7.712001904 172.078297 -160.5878633 -1.086775412 162.6839825 -164.4180083 0 164.4180083 -162.6839825 1.086775412 160.5878633 -172.078297 -7.712001904 187.0737471 -104.1480474 53.17641568 -55.94245659 8.490579571 -1.264421861 0 1.264421861 -8.490579571 KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm Column Column Beam Beam Column Beam Beam Column Beam Beam Column Beam Beam Column Beam Beam Column Beam Beam Column Column Column Column Column Column Column Column fX Zg Za aZ ah ab ba bi bc cb cj cd dc dk de ed el ef fe fm gZ ha ib jc kd le mf 55.94245659 -39.13899872 95.08145531 -189.3795158 6.179437194 174.709499 -159.780514 -0.961379062 162.006315 -164.7568421 0 164.7568421 -162.006315 0.961379062 159.780514 -174.709499 -6.179437194 189.3795158 -95.08145531 39.13899872 -19.56949885 3.089718839 -0.480689288 0 0.480689288 -3.089718839 19.56949885 KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm FINAL MOMENTS FRAME 3&4 Column AH -70.24605857 KNm Beam AB 70.24605857 KNm Beam BA -195.1872503 KNm Column BI 12.74811294 KNm Beam BC 182.4391374 KNm Beam CB -157.5411639 KNm Column CJ -2.297858132 KNm Beam CD 159.839022 KNm Beam DC -165.840488 KNm Column DK 0 KNm Beam DE 165.840488 KNm Beam ED -159.839022 KNm Column EL 2.297858132 KNm Beam Beam Column Beam Beam Column Column Column Column Column Column Column Column Column EF FE FM FG GF GN HA IB JC KD LE MF NG HO 157.5411639 -182.4391374 -12.74811294 195.1872503 -70.24605857 70.24605857 -58.78674374 9.296020275 -1.449219419 0 1.449219419 -9.296020275 58.78674374 -48.58878706 KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm Beam HI Beam Column Beam Beam IH IP IJ JI -186.4990308 6.313911591 170.8890989 -160.8882083 KNm KNm KNm KNm Column Beam Beam Column JQ JK KJ KR -0.738893587 163.0763213 -164.2218386 0 KNm KNm KNm KNm Beam KL Beam Column Beam Beam Column Beam Beam Column Column Column Column Column Column Column Column Column Beam LK LS LM ML MT MN NM NU OH PI QJ RK SL TM UN OV OP 107.3755308 KNm 164.2218386 KNm -163.0763213 0.738893587 160.8882083 -170.8890989 -6.313911591 186.4990308 -107.3755308 48.58878706 -49.85014464 6.783895937 -0.877206187 0 0.877206187 -6.783895937 49.85014464 -53.61011155 103.4602562 KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm Beam Column Beam Beam Column Beam Beam Column Beam Beam Column Beam Beam Column Beam Beam Column Column Column Column Column Column Column Column Column Beam Beam Column Beam Beam Column Beam Beam Column Beam Beam Column Beam Beam Column Beam Beam PO PW PQ QP QX QR RQ RY RS SR SZ ST TS Ta TU UT Ub VO WP XQ YR dW aT bU Vc VW WV Wd WX XW Xe XY YX Yf YZ ZY Zg Za aZ ah ab ba -187.1120327 7.910001551 172.4181353 -160.5194063 -1.152088117 162.5487006 -164.485649 0 164.485649 -162.5487006 1.152088117 160.5194063 -172.4181353 -7.910001551 187.1120327 -103.4602562 53.61011155 -56.10871997 8.566123823 -1.288657004 0 1.288657004 -8.566123823 56.10871997 -39.07155309 95.18027306 -189.3748446 6.148163607 174.6605572 -159.7889228 -0.950151 162.0277308 -164.7461343 0 164.7461343 -162.0277308 0.950151 159.7889228 -174.6605572 -6.148163607 189.3748446 -95.18027306 KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm Column Column Column Column Column Column Column Column bi cV dW eX fY gZ ha ib 39.07155309 -19.53577621 3.074082171 -0.475075334 0 0.475075334 -3.074082171 19.53577621 KNm KNm KNm KNm KNm KNm KNm KNm FINAL MOMENTS FRAME 5 Column AH -37.90131578 Beam AB 37.90131578 Beam BA -105.3134334 Column BI 6.878254294 Beam BC 98.43517911 Beam CB -85.00145807 Column CJ -1.23981115 Beam CD 86.24126922 Beam DC -89.47936485 Column DK 0 Beam DE 89.47936485 Beam ED -86.24126922 Column EL 1.23981115 Beam EF 85.00145807 Beam FE -98.43517911 Column FM -6.878254294 Beam FG 105.3134334 Beam GF -37.90131578 Column GN 37.90131578 Column HA -31.71843351 Column IB 5.015675002 Column JC -0.78192747 Column KD 0 Column LE 0.78192747 Column MF -5.015675002 Column NG 31.71843351 Column HO -26.21611802 Beam HI 57.93455153 Beam IH -100.6256978 Column IP 3.406675932 Beam IJ 92.20334682 Beam JI -86.80735847 KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm Column Beam Beam Column Beam Beam Column Beam Beam Column Beam Beam Column Column Column Column Column Column Column Column Column Beam Beam Column Beam Beam Column Beam Beam Column Beam Beam Column Beam Beam Column Beam Beam Column Column Column Column JQ JK KJ KR KL LK LS LM ML MT MN NM NU OH PI QJ RK SL TM UN OV OP PO PW PQ QP QX QR RQ RY RS SR SZ ST TS Ta TU UT Ub VO WP XQ -0.398670612 87.98795656 -88.60602132 0 88.60602132 -87.98795656 0.398670612 86.80735847 -92.20334682 -3.406675932 100.6256978 -57.93455153 26.21611802 -26.89668449 3.660256353 -0.473297283 0 0.473297283 -3.660256353 26.89668449 -28.92537757 55.82206206 -100.9564434 4.267847516 93.02833958 -86.60837107 -0.621610043 87.7032784 -88.7483604 0 88.7483604 -87.7032784 0.621610043 86.60837107 -93.02833958 -4.267847516 100.9564434 -55.82206206 28.92537757 -30.27350369 4.621858801 -0.695295893 KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm Column Column Column Column Column Beam Beam Column Beam Beam Column Beam Beam Column Beam Beam Column Beam Beam Column Beam Beam Column Column Column Column Column Column Column Column YR dW aT bU Vc VW WV Wd WX XW Xe XY YX Yf YZ ZY Zg Za aZ ah ab ba bi cV dW eX fY gZ ha ib 0 0.695295893 -4.621858801 30.27350369 -21.08108699 51.35459069 -102.1773453 3.317246477 94.23824007 -86.21423812 -0.512654714 87.42218873 -88.88890546 0 88.88890546 -87.42218873 0.512654714 86.21423812 -94.23824007 -3.317246477 102.1773453 -51.35459069 21.08108699 -10.54054332 1.658623437 -0.256327268 0 0.256327268 -1.658623437 10.54054332 KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm FINAL MOMENTS FRAME 6&12 Column AF -12.8659376 KNm Beam AB 12.8659376 KNm Beam BA -14.80496594 KNm Column BG 14.80496594 KNm Column FA -6.346096324 KNm Column GB 10.90189236 KNm Column CH -10.94605431 KNm Beam CD 10.94605431 KNm Beam DC -38.70215897 KNm Column DI 2.187784076 KNm Beam Beam Column Beam Beam Column Beam Beam Column Column Column Column Column Column Column Beam Beam Column Beam Beam Column Beam Beam Column Beam Beam Column Column Column Column Column Column Column Beam Beam Column Beam Beam Column Beam Beam Column DE ED EJ EF FE FK FG GF GL HC ID JE KF LG HM HI IH IN IJ JI JO JK KJ KP KL LK LQ MH NI OJ PK QL MR MN NM NS NO ON OT OP PO PU 36.51437489 -30.62087799 -0.374063765 30.99494175 -32.25398505 -0.405904665 39.00598604 -18.48511608 7.583223712 -9.516908348 1.701829543 -0.134315377 -0.985554128 8.167628223 -8.216457879 17.73336623 -37.39399351 1.272517611 34.41964635 -30.63935382 0.065266087 30.70840311 -34.88483975 -1.490806293 37.36120017 -16.79951681 8.631888586 -8.345153137 1.329159918 0.025099413 -1.416409424 8.511744699 -8.813867817 17.15902095 -37.43808375 1.480085214 34.62883862 -30.70713427 -0.00938387 30.69141873 -34.5740552 -1.452703653 KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm Beam Beam Column Column Column Column Column Column Column Beam Beam Column Beam Beam Column Beam Beam Column Beam Beam Column Column Column Column Column Column PQ QP QV RM SN TO UP VQ RW RS SR SX ST TS TY TU UT UZ UV VU Va WR XS YT ZU aV 37.44316828 -17.27413426 8.762389565 -9.153887518 1.574368522 -0.003700821 -1.563394436 9.133177913 -6.329271737 15.48315925 -37.87139458 1.112434776 35.18459128 -30.40486899 0.001321229 30.40724858 -35.19117355 -1.11605655 37.87062454 -15.46915516 6.335977251 -3.164635922 0.556217469 0.000660551 -0.558028199 3.167988549 KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm FINAL MOMENTS FRAME 7&11 Column AF -12.90106052 KNm Beam AB 12.90106052 KNm Beam BA -16.60319903 KNm FINAL MOMENTS FRAME 7&11 Column BG 16.60319903 KNm Column FA -7.069422939 KNm Column GB 15.76769088 KNm Column CH -19.90342436 KNm Beam CD 19.90342436 KNm Beam DC -70.56608835 KNm Column DI 3.932238915 KNm Beam DE 66.63384943 KNm Beam ED -55.13669993 KNm Column EJ -0.464689369 KNm Beam EF 55.6013893 KNm Beam FE -61.32997136 KNm Column FK -1.720156936 KNm Beam FG 70.11955124 KNm Beam GF -30.93956527 KNm Column GL 15.17187439 KNm Column HC -17.31592027 KNm Column ID 3.081433803 KNm Column JE -0.164879766 KNm Column KF -2.202528515 KNm Column LG 15.41156558 KNm Column HM -14.95914858 KNm Beam HI 32.27506885 KNm Beam IH -68.03152539 KNm Column IN 2.326825772 KNm Beam IJ 62.62326581 KNm Beam JI -55.85534845 KNm Column JO 0.083390114 KNm Beam JK 55.9368381 KNm Beam KJ -63.23236088 KNm Column KP -2.610272061 KNm Beam KL 68.04516145 KNm Beam LK -30.9481169 KNm Column LQ 15.53655132 KNm Column MH -15.18988077 KNm Column NI 2.42302255 KNm Column OJ 0.031850583 KNm Column PK -2.535644499 KNm Column QL 15.42184602 KNm Column MR -16.04014908 KNm Beam MN 31.23002985 KNm Beam NM -68.14121311 KNm Column NS 2.691937966 KNm Beam NO 63.0262526 KNm Beam ON -55.87503863 KNm FINAL MOMENTS FRAME 7&11 Column OT -0.012249811 KNm Beam OP 55.85543786 KNm Beam PO -62.95279417 KNm Column PU -2.65557099 KNm Beam PQ 68.14400966 KNm Beam QP -31.39095435 KNm Column QV 15.96910834 KNm Column RM -16.65968546 KNm Column Column Column Column Column Beam Beam Column Beam Beam Column Beam Beam Column Beam Beam Column Column Column Column Column Column SN TO UP VQ RW RS SR SX ST TS TY TU UT UZ UV VU Va WR XS YT ZU aV 2.864656928 -0.004811021 -2.850124768 16.63107553 -11.51948151 28.17916698 -68.92541525 2.024917475 64.03584085 -55.33832074 0.001751579 55.34138018 -64.04475722 -2.029785432 68.92466742 -28.15977043 11.5286949 -5.759740803 1.012458832 0.00087573 -1.014892636 5.764347373 KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm FINAL MOMENTS FRAME 8,9&10 Column AF -19.8636753 KNm Beam AB 19.8636753 KNm Beam BA -70.84416359 KNm Column BG 3.825498639 KNm Beam BC 67.01866495 KNm Beam CB -53.85066749 KNm Column CH 0 KNm Beam CD 53.85066749 KNm Beam DC -67.01866495 KNm Column DI -3.825498639 KNm Beam DE 70.84416359 KNm Beam ED -19.8636753 KNm Column EJ 19.8636753 KNm Column FA -17.30582972 KNm Column GB 3.048448568 KNm Column HC 0 KNm Column ID -3.048448568 KNm Column JE 17.30582972 KNm Column Beam Beam Column Beam Beam Column Beam Beam Column Beam Beam Column Column Column Column Column Column Column Beam Beam Column Beam Beam Column Beam Beam Column Beam Beam Column Column Column Column Column Column Column Beam Beam Column Beam Beam FK FG GF GL GH HG HM HI IH IN IJ JI JO KF LG MH NI OJ KP KL LK LQ LM ML MR MN NM NS NO ON OT PK QL RM SN TO PU PQ QP QV QR RQ -14.97079727 32.276627 -67.97242487 2.351627501 62.5723488 -56.07382555 0 56.07382555 -62.5723488 -2.351627501 67.97242487 -32.276627 14.97079727 -15.19361039 2.43185651 0 -2.43185651 15.19361039 -16.0376067 31.2312171 -68.15082428 2.687544939 63.03142283 -55.84428855 0 55.84428855 -63.03142283 -2.687544939 68.15082428 -31.2312171 16.0376067 -16.65878987 2.863004378 0 -2.863004378 16.65878987 -11.51998204 28.17877191 -68.92405669 2.025642535 64.03540978 -55.34229509 KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm Column Beam Beam Column Beam Beam Column Column Column Column Column Column RW RS SR SX ST TS TY UP VQ WR SX YT 0 55.34229509 -64.03540978 -2.025642535 68.92405669 -28.17877191 11.51998204 -5.759991012 1.012821275 0 -1.012821275 5.759991012 KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm KNm Note: -Counter Clockwise Motion are assumed as positive moments and Clockwise motion are assumed as negative moments -See Appendix A. for the snippet of MDM Program Finding M at zero shear, Vu , and Pu with Shear and Moment Equation Left Side of 5th floor Ultimate Axial Load (Pu) FRAME6 BEAMCD Vertical Reaction at C Vertical Reaction at D Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear Ultimate Axial Load (Pu) FRAME6BEAMDE Vertical Reaction at D Vertical Reaction at E Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear Ultimate Axial Load (Pu) FRAME6 BEAMEF Vertical Reaction at E Vertical Reaction at F Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear FRAME5 BEAMAB Vertical Reaction at A 136.26137 Vertical Reaction at B Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 36.626017 59.373983 2.4739159 59.373983 62.497067 FRAME4 BEAMAB Vertical Reaction at A 275.05527 Vertical Reaction at B Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 31.017751 64.982249 2.7075937 64.982249 51.458391 FRAME3 BEAMAB Vertical Reaction at A 281.85562 Vertical Reaction at B Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 32.209841 63.790159 2.6579233 63.790159 53.779734 FRAME2 BEAMEF Vertical Reaction at E 271.2604 Vertical Reaction at F Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 99.63535294 77.16464706 Ultimate Axial Load (Pu) 2.618709742 99.63535294 63.13459072 FRAME7 BEAMCD Vertical Reaction at C Vertical Reaction at D Distance of x at Zero Shea Ultimate Shear Moment at Zero Shear 184.663532 143.016468 Ultimate Axial Load (Pu) 2.618709742 184.663532 117.0132505 FRAME7BEAMDE Vertical Reaction at D Vertical Reaction at E Distance of x at Zero Shea Ultimate Shear Moment at Zero Shear 184.663532 143.016468 Ultimate Axial Load (Pu) 2.618709742 184.663532 117.0132505 FRAME7 BEAMEF Vertical Reaction at E Vertical Reaction at F Distance of x at Zero Shea Ultimate Shear Moment at Zero Shear FRAME6 BEAMFG Vertical Reaction at F Vertical Reaction at G Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 28.579855 67.420145 2.8091727 67.420145 55.69143 178.8903807 148.7896193 Ultimate Axial Load (Pu) 2.724419298 178.8903807 100.2474149 FRAME7 BEAMFG Vertical Reaction at F Vertical Reaction at G Distance of x at Zero Shea Ultimate Shear Moment at Zero Shear Ultimate Axial Load (Pu) FRAME1BEAMEF Vertical Reaction at E 163.49882 Vertical Reaction at F 96.07867227 80.72132773 Ultimate Axial Load (Pu) Ultimate Axial Load (Pu) Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 2.739411574 96.07867227 51.11440572 FRAME5 BEAMBC Vertical Reaction at B 230.009 Vertical Reaction at C Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 66.6838 108.036 2.47336 108.036 113.703 FRAME4 BEAMBC Vertical Reaction at B 467.067 Vertical Reaction at C Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 56.3238 118.396 2.71054 118.396 93.8247 FRAME3BEAMBC Vertical Reaction at B 480.298 Vertical Reaction at C Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 59.1948 115.525 2.64481 115.525 97.1697 FRAME2 BEAMFG Vertical Reaction at F 479.342 Vertical Reaction at G Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 86.16104649 90.63895351 Ultimate Axial Load (Pu) 3.075982585 90.63895351 40.96674215 FRAME8 BEAMAB Vertical Reaction at A Vertical Reaction at B Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 159.6903378 167.9896622 Ultimate Axial Load (Pu) 3.075982585 167.9896622 75.92750038 FRAME8 BEAMBC Vertical Reaction at B Vertical Reaction at C Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 159.6903378 167.9896622 Ultimate Axial Load (Pu) 3.075982585 167.9896622 75.92750038 FRAME8 BEAMCD Vertical Reaction at C Vertical Reaction at D Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 51.7 1 123.0 1 2.81616 123.0 1 103.089 163.3176095 164.3623905 Ultimate Axial Load (Pu) 3.009565256 164.3623905 81.2416527 FRAME8 BEAMDE Vertical Reaction at D Vertical Reaction at E Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear FRAME1BEAMFG Vertical Reaction at F 292.812 Vertical Reaction at G 89.08116524 87.71883476 Ultimate Axial Load (Pu) Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 2.976883533 89.08116524 45.29146107 FRAME5 BEAMCD Vertical Reaction at C 246.3153842 Vertical Reaction at D Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 88.93968 87.86032 2.981685 88.93968 44.74463 66.73674805 107.983252 2.472144047 107.983252 113.6114014 FRAME4 BEAMCD Vertical Reaction at C 496.8584923 Vertical Reaction at D Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 164.8402 162.8398 2.981685 164.8402 82.9294 56.04533376 118.6746662 2.716910857 118.6746662 94.19557965 FRAME3 BEAMCD Vertical Reaction at C 511.9392391Vertical Reaction at D Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 164.8402 162.8398 2.981685 164.8402 82.9294 60.43466624 114.2853338 2.616422476 114.2853338 95.65869048 FRAME2 BEAMGH Vertical Reaction at G 492.3102046 Vertical Reaction at H Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 163.9192 163.7608 2.998549 163.9192 81.99929 49.74325195 124.976748 2.861189287 124.976748 107.9469027 FRAME1BEAMGH Vertical Reaction at G 300.8943721 Vertical Reaction at H Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 88.19879 88.60121 3.006828 88.60121 43.99948 Right Side of 5th floor Ultimate Axial Load (Pu) FRAME9 BEAMAB Vertical Reaction at A Vertical Reaction at B Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear Ultimate Axial Load (Pu) FRAME9 BEAMBC Vertical Reaction at B Vertical Reaction at C Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear Ultimate Axial Load (Pu) FRAME9 BEAMCD Vertical Reaction at C Vertical Reaction at D Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear FRAME5 BEAMDE Vertical Reaction at D 242.45738 Vertical Reaction at E Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 66.736748 107.98325 2.472144 107.98325 113.6114 FRAME4 BEAMDE Vertical Reaction at D 489.7081 Vertical Reaction at E Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 56.045334 118.67467 2.7169109 118.67467 94.19558 FRAME3 BEAMDE Vertical Reaction at D 504.78884 Vertical Reaction at E Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 60.434666 114.28533 2.6164225 114.28533 95.65869 FRAME2 BEAMHI Vertical Reaction at H 491.55013 Vertical Reaction at I Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 87.860317 88.939683 Ultimate Axial Load (Pu) 3.018315 88.939683 44.744625 FRAME10 BEAMAB Vertical Reaction at A Vertical Reaction at B Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 162.83976 164.84024 Ultimate Axial Load (Pu) 3.018315 164.84024 82.929405 FRAME10 BEAMBC Vertical Reaction at B Vertical Reaction at C Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 162.83976 164.84024 Ultimate Axial Load (Pu) 3.018315 164.84024 82.929405 FRAME10 BEAMCD Vertical Reaction at C Vertical Reaction at D Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear FRAME9 BEAMDE Vertical Reaction at D Vertical Reaction at E Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 49.743252 124.97675 2.8611893 124.97675 107.9469 163.76077 163.91923 Ultimate Axial Load (Pu) 3.0014507 163.91923 81.999286 FRAME10 BEAMDE Vertical Reaction at D Vertical Reaction at E Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear Ultimate Axial Load (Pu) FRAME1BEAMHI Vertical Reaction at H 302.17917 Vertical Reaction at I 88.601211 88.198789 Ultimate Axial Load (Pu) Ultimate Axial Load (Pu) Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 2.9931716 88.601211 43.999476 FRAME5 BEAMEF Vertical Reaction at E 246.315384 Vertical Reaction at F Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 66.736748 107.983252 2.47214405 107.983252 113.611401 FRAME4 BEAMEF Vertical Reaction at E 496.858492 Vertical Reaction at F Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 56.0453338 118.674666 2.71691086 118.674666 94.1955796 FRAME3 BEAMEF Vertical Reaction at E 511.939239 Vertical Reaction at F Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 60.4346662 114.285334 2.61642248 114.285334 95.6586905 FRAME2 BEAMIJ Vertical Reaction at I 492.310205 Vertical Reaction at J Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 90.63895351 86.16104649 Ultimate Axial Load (Pu) 2.924017415 90.63895351 40.96674215 FRAME11BEAMCD Vertical Reaction at C Vertical Reaction at D Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 167.9896622 159.6903378 Ultimate Axial Load (Pu) 2.924017415 167.9896622 75.92750038 FRAME11BEAMDE Vertical Reaction at D Vertical Reaction at E Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 167.9896622 159.6903378 Ultimate Axial Load (Pu) 2.924017415 167.9896622 75.92750038 FRAME11BEAMEF Vertical Reaction at E Vertical Reaction at F Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 49.743252 124.976748 2.86118929 124.976748 107.946903 164.3623905 163.3176095 Ultimate Axial Load (Pu) 2.990434744 164.3623905 81.2416527 FRAME11BEAMFG Vertical Reaction at F Vertical Reaction at G Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear FRAME1BEAMIJ Vertical Reaction at I 300.894372 Vertical Reaction at J 87.71883476 89.08116524 Ultimate Axial Load (Pu) Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 3.023116467 89.08116524 45.29146107 FRAME5 BEAMFG Vertical Reaction at F 230.009471 Vertical Reaction at G Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 66.6837773 108.036223 2.47335675 108.036223 113.702636 FRAME4 BEAMFG Vertical Reaction at F 467.066837 Vertical Reaction at G Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 56.3238084 118.396192 2.71053552 118.396192 93.824692 FRAME3 BEAMFG Vertical Reaction at F 480.297761 Vertical Reaction at G Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 59.1947637 115.525236 2.64480852 115.525236 97.1696756 FRAME2 BEAMJK Vertical Reaction at J 479.342467 Vertical Reaction at K Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 77.16464706 99.63535294 Ultimate Axial Load (Pu) 3.381290258 99.63535294 63.13459072 FRAME12 BEAMCD Vertical Reaction at C Vertical Reaction at D Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 143.016468 184.663532 Ultimate Axial Load (Pu) 3.381290258 184.663532 117.0132505 FRAME12BEAMDE Vertical Reaction at D Vertical Reaction at E Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 143.016468 184.663532 Ultimate Axial Load (Pu) 3.381290258 184.663532 117.0132505 FRAME12 BEAMEF Vertical Reaction at E Vertical Reaction at F Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 51.7100023 123.009998 2.81616295 123.009998 103.088548 148.7896193 178.8903807 Ultimate Axial Load (Pu) 3.275580702 178.8903807 100.2474149 FRAME12 BEAMFG Vertical Reaction at F Vertical Reaction at G Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear FRAME1BEAMJK Vertical Reaction at J 292.812491 Vertical Reaction at K 80.72132773 96.07867227 Ultimate Axial Load (Pu) Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 3.260588426 96.07867227 51.11440572 136.26137 36.6260174 59.3739826 2.47391594 59.3739826 62.4970666 275.055265 31.0177505 64.9822495 2.70759373 64.9822495 51.4583907 281.855622 32.2098405 63.7901595 2.65792331 63.7901595 53.7797341 271.260395 28.579855 67.420145 2.80917271 67.420145 55.6914296 163.498817 Left Side of 4th floor Ultimate Axial Load (Pu) FRAME6 BEAMHI Vertical Reaction at H Vertical Reaction at I Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear Ultimate Axial Load (Pu) FRAME6 BEAMIJ Vertical Reaction at I Vertical Reaction at J Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear Ultimate Axial Load (Pu) FRAME6 BEAMJK Vertical Reaction at J Vertical Reaction at K Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear Ultimate Axial Load (Pu) FRAME6BEAMKL Vertical Reaction at K Vertical Reaction at L Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear Ultimate Axial Load (Pu) FRAME5 BEAMHI Vertical Reaction at H 130.79196 Vertical Reaction at I Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 35.276771 60.723229 2.5301345 60.723229 59.085603 FRAME4 BEAMHI Vertical Reaction at H 269.12043 Vertical Reaction at I Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 31.369951 64.630049 2.6929187 64.630049 52.602087 FRAME3 BEAMHI Vertical Reaction at H 274.35337 Vertical Reaction at I Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 32.696073 63.303927 2.6376636 63.303927 52.77883 FRAME2 BEAMLM Vertical Reaction at L 269.73938 Vertical Reaction at M Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 95.51519104 81.28480896 Ultimate Axial Load (Pu) 2.758534241 95.51519104 54.17891286 FRAME7 BEAMHI Vertical Reaction at H Vertical Reaction at I Distance of x at Zero Shea Ultimate Shear Moment at Zero Shear 177.02725 150.65275 Ultimate Axial Load (Pu) 2.758534241 177.02725 100.4148539 FRAME7 BEAMIJ Vertical Reaction at I Vertical Reaction at J Distance of x at Zero Shea Ultimate Shear Moment at Zero Shear 177.02725 150.65275 Ultimate Axial Load (Pu) 2.758534241 177.02725 100.4148539 FRAME7 BEAMJK Vertical Reaction at J Vertical Reaction at K Distance of x at Zero Shea Ultimate Shear Moment at Zero Shear FRAME5 BEAM IJ Vertical Reaction at I 232.985 Vertical Reaction at J Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 64.1994 110.521 2.53023 110.521 107.546 FRAME4 BEAM IJ Vertical Reaction at I 480.459 Vertical Reaction at J Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 57.112 117.608 2.69249 117.608 95.7059 FRAME3 BEAMIJ Vertical Reaction at I 489.89 Vertical Reaction at J Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 59.4559 115.264 2.63883 115.264 96.1443 FRAME2 BEAMMN Vertical Reaction at M 478.826 Vertical Reaction at N Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 87.50066861 89.29933139 Ultimate Axial Load (Pu) 3.030520296 89.29933139 43.10837128 FRAME8 BEAMFG Vertical Reaction at F Vertical Reaction at G Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 162.1731849 165.5068151Ultimate Axial Load (Pu) 3.030520296 165.5068151 79.89678225 FRAME8 BEAMGH Vertical Reaction at I Vertical Reaction at J Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 162.1731849 165.5068151Ultimate Axial Load (Pu) 3.030520296 165.5068151 79.89678225 FRAME8 BEAMHI Vertical Reaction at H Vertical Reaction at I Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 28.573053 67.426947 2.8094561 67.426947 57.355325 177.8623991 149.8176009 Ultimate Axial Load (Pu) 2.743242204 177.8623991 102.8183491 FRAME7BEAMKL Vertical Reaction at K Vertical Reaction at L Distance of x at Zero Shea Ultimate Shear Moment at Zero Shear 52.0572 122.663 2.80822 122.663 104.187 161.6866925 165.9933075 Ultimate Axial Load (Pu) 3.039428238 165.9933075 79.03998922 FRAME8 BEAM IJ Vertical Reaction at I Vertical Reaction at J Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear FRAME1BEAMLM Vertical Reaction at L 163.49152 Vertical Reaction at M Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 96.06456927 80.73543073 Ultimate Axial Load (Pu) 2.739890183 96.06456927 55.90987372 FRAME1BEAMMN Vertical Reaction at M 290.529 Vertical Reaction at N Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 87.13029579 89.66970421Ultimate Axial Load (Pu) 3.043089509 89.66970421 42.44857081 FRAME5 BEAMJK Vertical Reaction at J 241.9916418 Vertical Reaction at K Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 88.50301 88.29699 2.996504 88.50301 44.30319 64.18929965 110.5307004 2.530464752 110.5307004 107.5703936 FRAME4 BEAMJK Vertical Reaction at J 497.2253478 Vertical Reaction at K Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 164.0309 163.6491 2.996504 164.0309 82.11125 57.15691279 117.5630872 2.691462619 117.5630872 95.63597851 FRAME3 BEAMJK Vertical Reaction at J 506.4239091 Vertical Reaction at K Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 164.0309 163.6491 2.996504 164.0309 82.11125 59.32308721 115.3969128 2.641870714 115.3969128 96.35803665 FRAME2BEAMNO Vertical Reaction at N 497.9054976 Vertical Reaction at O Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 164.2246 163.4554 2.992958 164.2246 82.30593 52.29070035 122.4292996 2.802868582 122.4292996 103.6041939 FRAME1BEAMNO Vertical Reaction at N 300.7535439 Vertical Reaction at O Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 88.65454 88.14546 2.991362 88.65454 44.45564 Right Side of 4th Floor Ultimate Axial Load (Pu) FRAME9 BEAMFG Vertical Reaction at F Vertical Reaction at G Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear Ultimate Axial Load (Pu) FRAME9 BEAMGH Vertical Reaction at I Vertical Reaction at J Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear Ultimate Axial Load (Pu) FRAME9 BEAMHI Vertical Reaction at H Vertical Reaction at I Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear Ultimate Axial Load (Pu) FRAME9 BEAMIJ Vertical Reaction at I Vertical Reaction at J Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear Ultimate Axial Load (Pu) FRAME5 BEAMKL Vertical Reaction at K 240.78328 Vertical Reaction at L Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 64.1893 110.5307 2.5304648 110.5307 107.57039 FRAME4 BEAMKL Vertical Reaction at K 494.98577 Vertical Reaction at L Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 57.156913 117.56309 2.6914626 117.56309 95.635979 FRAME3 BEAMKL Vertical Reaction at K 504.18434 Vertical Reaction at L Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 59.323087 115.39691 2.6418707 115.39691 96.358037 FRAME2 BEAMOP Vertical Reaction at O 494.59846 Vertical Reaction at P Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 88.296989 88.503011 Ultimate Axial Load (Pu) 3.0034958 88.503011 44.303191 FRAME10 BEAMFG Vertical Reaction at F Vertical Reaction at G Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 163.64908 164.03092 Ultimate Axial Load (Pu) 3.0034958 164.03092 82.111254 FRAME10 BEAMGH Vertical Reaction at I Vertical Reaction at J Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 163.64908 164.03092 Ultimate Axial Load (Pu) 3.0034958 164.03092 82.111254 FRAME10 BEAMHI Vertical Reaction at H Vertical Reaction at I Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 52.2907 122.4293 2.8028686 122.4293 103.60419 163.45542 164.22458 Ultimate Axial Load (Pu) 3.0070418 164.22458 82.305932 FRAME10 BEAMIJ Vertical Reaction at I Vertical Reaction at J Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear FRAME1BEAMOP Vertical Reaction at O 298.72022 Vertical Reaction at P Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 88.14546 88.65454 Ultimate Axial Load (Pu) 3.0086382 88.65454 44.45564 FRAME5 BEAMLM Vertical Reaction at L 241.991642 Vertical Reaction at M Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 64.1892996 110.5307 2.53046475 110.5307 107.570394 FRAME4 BEAMLM Vertical Reaction at L 497.225348 Vertical Reaction at M Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 57.1569128 117.563087 2.69146262 117.563087 95.6359785 FRAME3 BEAMLM Vertical Reaction at L 506.423909 Vertical Reaction at M Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 59.3230872 115.396913 2.64187071 115.396913 96.3580367 FRAME2 BEAMPQ Vertical Reaction at P 497.905498 Vertical Reaction at Q Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 89.29933139 87.50066861 Ultimate Axial Load (Pu) 2.969479704 89.29933139 43.10837128 FRAME11BEAMHI Vertical Reaction at H Vertical Reaction at I Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 165.5068151 162.1731849 Ultimate Axial Load (Pu) 2.969479704 165.5068151 79.89678225 FRAME11BEAMIJ Vertical Reaction at I Vertical Reaction at J Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 165.5068151 162.1731849 Ultimate Axial Load (Pu) 2.969479704 165.5068151 79.89678225 FRAME11BEAMJK Vertical Reaction at J Vertical Reaction at K Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 52.2907004 122.4293 2.80286858 122.4293 103.604194 165.9933075 161.6866925 Ultimate Axial Load (Pu) 2.960571762 165.9933075 79.03998922 FRAME11BEAMKL Vertical Reaction at K Vertical Reaction at L Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear FRAME1BEAMPQ Vertical Reaction at P 300.753544 Vertical Reaction at Q Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 89.66970421 87.13029579 Ultimate Axial Load (Pu) 2.956910491 89.66970421 42.44857081 FRAME5 BEAMMN Vertical Reaction at M 232.984887 Vertical Reaction at N Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 64.1994094 110.520591 2.5302333 110.520591 107.546371 FRAME4 BEAMMN Vertical Reaction at M 480.458539 Vertical Reaction at N Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 57.1120138 117.607986 2.69249053 117.607986 95.7059286 FRAME3 BEAM MN Vertical Reaction at M 489.889842 Vertical Reaction at N Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 59.4559205 115.26408 2.63882966 115.26408 96.1442978 FRAME2 BEAMQR Vertical Reaction at Q 478.825532 Vertical Reaction at R Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 52.0571592 122.662841 2.80821522 122.662841 104.186667 FRAME1BEAMQR Vertical Reaction at Q 290.528567 Vertical Reaction at R Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 81.28480896 95.51519104 Ultimate Axial Load (Pu) 3.241465759 95.51519104 54.17891286 FRAME12 BEAMHI Vertical Reaction at H Vertical Reaction at I Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 150.65275 177.02725 Ultimate Axial Load (Pu) 3.241465759 177.02725 100.4148539 FRAME12 BEAMIJ Vertical Reaction at I Vertical Reaction at J Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 150.65275 177.02725 Ultimate Axial Load (Pu) 3.241465759 177.02725 100.4148539 FRAME12 BEAMJK Vertical Reaction at J Vertical Reaction at K Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 149.8176009 177.8623991 Ultimate Axial Load (Pu) 3.256757796 177.8623991 102.8183491 FRAME12 BEAMKL Vertical Reaction at K Vertical Reaction at L Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 80.73543073 96.06456927 Ultimate Axial Load (Pu) 3.260109817 96.06456927 55.90987372 130.791962 35.2767712 60.7232288 2.53013453 60.7232288 59.0856028 269.12043 31.3699512 64.6300488 2.6929187 64.6300488 52.602087 274.353372 32.6960728 63.3039272 2.63766363 63.3039272 52.7788303 269.739379 28.5730528 67.4269472 2.80945613 67.4269472 57.3553251 163.491516 Left Side of 3rd Floor Ultimate Axial Load (Pu) FRAME6 BEAMMN Vertical Reaction at M Vertical Reaction at N Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear Ultimate Axial Load (Pu) FRAME6BEAMNO Vertical Reaction at N Vertical Reaction at O Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear Ultimate Axial Load (Pu) FRAME6 BEAMOP Vertical Reaction at O Vertical Reaction at P Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear Ultimate Axial Load (Pu) FRAME5 BEAMOP Vertical Reaction at O 131.30224 Vertical Reaction at P Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 35.379844 60.620156 2.5258398 60.620156 59.399382 FRAME4 BEAMOP Vertical Reaction at O 269.7485 Vertical Reaction at P Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 31.346383 64.653617 2.6939007 64.653617 52.456375 FRAME3 BEAMOP Vertical Reaction at O 275.08269 Vertical Reaction at P Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 32.647106 63.352894 2.6397039 63.352894 52.925022 FRAME2 BEAMST Vertical Reaction at S 269.65234 Vertical Reaction at T Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear FRAME6BEAMPQ Vertical Reaction at P Vertical Reaction at Q Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 28.638494 67.361506 2.8067294 67.361506 57.089591 Ultimate Axial Load (Pu) FRAME1BEAMST Vertical Reaction at S 163.20138 Vertical Reaction at T Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 95.9223969 80.8776031 Ultimate Axial Load (Pu) 2.744715037 95.9223969 55.17092465 FRAME7 BEAMMN Vertical Reaction at M Vertical Reaction at N Distance of x at Zero Shea Ultimate Shear Moment at Zero Shear 177.7819628 149.8980372 Ultimate Axial Load (Pu) 2.744715037 177.7819628 102.2534423 FRAME7BEAMNO Vertical Reaction at N Vertical Reaction at O Distance of x at Zero Shea Ultimate Shear Moment at Zero Shear 177.7819628 149.8980372 Ultimate Axial Load (Pu) 2.744715037 177.7819628 102.2534423 FRAME7 BEAMOP Vertical Reaction at O Vertical Reaction at P Distance of x at Zero Shea Ultimate Shear Moment at Zero Shear 177.66095 150.01905 Ultimate Axial Load (Pu) 2.746930848 177.66095 101.8979308 FRAME7BEAMPQ Vertical Reaction at P Vertical Reaction at Q Distance of x at Zero Shea Ultimate Shear Moment at Zero Shear 95.839877 80.960123 Ultimate Axial Load (Pu) 2.747515487 95.839877 54.91531021 FRAME5 BEAMPQ Vertical Reaction at P 232.599 Vertical Reaction at Q Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 64.3919 110.328 2.52583 110.328 108.105 FRAME4 BEAMPQ Vertical Reaction at P 479.131Vertical Reaction at Q Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 57.0481 117.672 2.69395 117.672 95.475 FRAME3BEAMPQ Vertical Reaction at P 488.85 Vertical Reaction at Q Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 59.4229 115.297 2.63959 115.297 96.3129 FRAME2 BEAMTU Vertical Reaction at T 479.356 Vertical Reaction at U Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 87.33000525 89.46999475 Ultimate Axial Load (Pu) 3.036312039 89.46999475 42.80107152 FRAME8 BEAMKL Vertical Reaction at K Vertical Reaction at L Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 161.8568785 165.8231215 Ultimate Axial Load (Pu) 3.036312039 165.8231215 79.32723482 FRAME8 BEAMLM Vertical Reaction at L Vertical Reaction at M Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 161.8568785 165.8231215 Ultimate Axial Load (Pu) 3.036312039 165.8231215 79.32723482 FRAME8 BEAMMN Vertical Reaction at M Vertical Reaction at N Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear FRAME5 BEAMQR Vertical Reaction at Q 242.4374429 Vertical Reaction at R Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 64.39326786 110.3267321 2.52579515 110.3267321 108.1001454 FRAME4 BEAMQR Vertical Reaction at Q 497.3548226 Vertical Reaction at R Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear FRAME3 BEAMQR Vertical Reaction at Q 507.1016576 Vertical Reaction at R Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 164.1628 163.5172 2.994089 164.1628 82.24378 59.43785571 115.2821443 2.63924323 115.2821443 96.28452087 FRAME2BEAMUV Vertical Reaction at U 497.252953 Vertical Reaction at V Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 52.1145 122.606 2.8069 122.606 103.927 52.08673214 122.6332679 2.807538184 122.6332679 103.9979668 FRAME1BEAMTU Vertical Reaction at T 290.946 Vertical Reaction at U 87.3802247 89.4197753 Ultimate Axial Load (Pu) FRAME1BEAMUV Vertical Reaction at U 300.6013713 Vertical Reaction at V 3.034607759 89.4197753 42.9012151 164.1628 163.5172 2.994089 164.1628 82.24378 57.04214429 117.6778557 2.694090103 117.6778557 95.4859504 161.9249277 165.7550723 Ultimate Axial Load (Pu) 3.035066021 165.7550723 79.46049683 FRAME8 BEAMOP Vertical Reaction at O Vertical Reaction at P Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 88.57418 88.22582 2.994089 88.57418 44.3747 Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 164.129 163.551 2.994708 164.129 82.20977 88.54833 88.25167 2.994966 88.54833 44.3487 Right Side of 3rd Floor Ultimate Axial Load (Pu) FRAME9 BEAMKL Vertical Reaction at K Vertical Reaction at L Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear Ultimate Axial Load (Pu) FRAME9 BEAMLM Vertical Reaction at L Vertical Reaction at M Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear Ultimate Axial Load (Pu) FRAME9 BEAM MN Vertical Reaction at M Vertical Reaction at N Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear FRAME5 BEAMRS Vertical Reaction at R 240.84491Vertical Reaction at S Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 64.393268 110.32673 2.5257951 110.32673 108.10015 FRAME4 BEAMRS Vertical Reaction at R 494.40323 Vertical Reaction at S Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 57.042144 117.67786 2.6940901 117.67786 95.48595 FRAME3 BEAMRS Vertical Reaction at R 504.15006 Vertical Reaction at S Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 59.437856 115.28214 2.6392432 115.28214 96.284521 FRAME2 BEAMVW Vertical Reaction at V 494.47087 Vertical Reaction at W Distance of x at Zero Shear Ultimate Shear Ultimate Moment 88.22582 88.57418 Ultimate Axial Load (Pu) 3.0059111 88.57418 44.374695 FRAME10 BEAMKL Vertical Reaction at K Vertical Reaction at L Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 163.51718 164.16282 Ultimate Axial Load (Pu) 3.0059111 164.16282 82.243779 FRAME10 BEAMLM Vertical Reaction at L Vertical Reaction at M Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 163.51718 164.16282 Ultimate Axial Load (Pu) 3.0059111 164.16282 82.243779 FRAME10 BEAMMN Vertical Reaction at M Vertical Reaction at N Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear FRAME9 BEAMOP Vertical Reaction at O Vertical Reaction at P Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 52.086732 122.63327 2.8075382 122.63327 103.99797 163.551 164.129 Ultimate Axial Load (Pu) 3.0052918 164.129 82.209769 FRAME10 BEAMOP Vertical Reaction at O Vertical Reaction at P Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear Ultimate Axial Load (Pu) FRAME1BEAMVW Vertical Reaction at V 299.13661 Vertical Reaction at W 88.251672 88.548328 Ultimate Axial Load (Pu) Ultimate Axial Load (Pu) Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 3.0050338 88.548328 44.348702 FRAME5 BEAMST Vertical Reaction at S 242.437443 Vertical Reaction at T Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 64.3932679 110.326732 2.52579515 110.326732 108.100145 FRAME4 BEAMST Vertical Reaction at S 497.354823 Vertical Reaction at T Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 57.0421443 117.677856 2.6940901 117.677856 95.4859504 FRAME3 BEAMST Vertical Reaction at S 507.101658 Vertical Reaction at T Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 59.4378557 115.282144 2.63924323 115.282144 96.2845209 FRAME2 BEAMWX Vertical Reaction at W 497.252953 Vertical Reaction at X Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 52.0867321 122.633268 2.80753818 122.633268 103.997967 FRAME1BEAMWX Vertical Reaction at W 300.601371 Vertical Reaction at X Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 89.46999475 87.33000525 Ultimate Axial Load (Pu) 2.963687961 89.46999475 42.80107152 FRAME11BEAMMN Vertical Reaction at M Vertical Reaction at N Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 165.8231215 161.8568785 Ultimate Axial Load (Pu) 2.963687961 165.8231215 79.32723482 FRAME11BEAMNO Vertical Reaction at N Vertical Reaction at O Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 165.8231215 161.8568785 Ultimate Axial Load (Pu) 2.963687961 165.8231215 79.32723482 FRAME11BEAMOP Vertical Reaction at O Vertical Reaction at P Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 165.7550723 161.9249277 Ultimate Axial Load (Pu) 2.964933979 165.7550723 79.46049683 FRAME11BEAMPQ Vertical Reaction at P Vertical Reaction at Q Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 89.4197753 87.3802247 Ultimate Axial Load (Pu) 2.965392241 89.4197753 42.9012151 FRAME5 BEAMTU Vertical Reaction at T 232.599472 Vertical Reaction at U Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 64.3918639 110.328136 2.52582729 110.328136 108.104879 FRAME4 BEAMTU Vertical Reaction at T 479.131183 Vertical Reaction at U Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 57.048131 117.671869 2.69395304 117.671869 95.4749923 FRAME3 BEAMTU Vertical Reaction at T 488.849677 Vertical Reaction at U Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 59.4228927 115.297107 2.63958579 115.297107 96.3128651 FRAME2 BEAMXY Vertical Reaction at X 479.355576 Vertical Reaction at Y Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 52.1144908 122.605509 2.80690268 122.605509 103.926857 FRAME1BEAMXY Vertical Reaction at X 290.945857 Vertical Reaction at Y Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 80.8776031 95.9223969 Ultimate Axial Load (Pu) 3.255284963 95.9223969 55.17092465 FRAME12 BEAMMN Vertical Reaction at M Vertical Reaction at N Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 149.8980372 177.7819628 Ultimate Axial Load (Pu) 3.255284963 177.7819628 102.2534423 FRAME12 BEAMNO Vertical Reaction at N Vertical Reaction at O Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 149.8980372 177.7819628 Ultimate Axial Load (Pu) 3.255284963 177.7819628 102.2534423 FRAME12 BEAMOP Vertical Reaction at O Vertical Reaction at P Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 150.01905 177.66095 Ultimate Axial Load (Pu) 3.253069152 177.66095 101.8979308 FRAME12 BEAMPQ Vertical Reaction at P Vertical Reaction at Q Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 80.960123 95.839877 Ultimate Axial Load (Pu) 3.252484513 95.839877 54.91531021 131.302241 35.3798438 60.6201562 2.52583984 60.6201562 59.3993819 269.748502 31.3463826 64.6536174 2.69390072 64.6536174 52.4563748 275.082686 32.6471061 63.3528939 2.63970391 63.3528939 52.9250223 269.652338 28.6384943 67.3615057 2.8067294 67.3615057 57.089591 163.201383 Left side of 2nd Floor Ultimate Axial Load (Pu) FRAME6BEAMRS Vertical Reaction at R Vertical Reaction at S Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear Ultimate Axial Load (Pu) FRAME6BEAMST Vertical Reaction at S Vertical Reaction at T Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear Ultimate Axial Load (Pu) FRAME6BEAMTU Vertical Reaction at T Vertical Reaction at U Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear FRAME5 BEAMVW Vertical Reaction at V 132.60183 Vertical Reaction at W Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 35.731373 60.268627 2.5111928 60.268627 60.189913 FRAME4 BEAMVW Vertical Reaction at V 271.0111Vertical Reaction at W Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 31.20338 64.79662 2.6998592 64.79662 52.286284 FRAME3BEAMVW Vertical Reaction at V 277.13304 Vertical Reaction at W Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 32.797321 63.202679 2.633445 63.202679 52.81314 FRAME2 BEAMZa Vertical Reaction at Z 271.02544 Vertical Reaction at a Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 96.87045911 79.92954089 Ultimate Axial Load (Pu) 2.71254098 96.87045911 57.05148692 FRAME7BEAMRS Vertical Reaction at R Vertical Reaction at S Distance of x at Zero Shea Ultimate Shear Moment at Zero Shear 179.5390953 148.1409047 Ultimate Axial Load (Pu) 2.71254098 179.5390953 105.7388644 FRAME7 BEAMST Vertical Reaction at S Vertical Reaction at T Distance of x at Zero Shea Ultimate Shear Moment at Zero Shear 179.5390953 148.1409047 Ultimate Axial Load (Pu) 2.71254098 179.5390953 105.7388644 FRAME7 BEAMTU Vertical Reaction at T Vertical Reaction at U Distance of x at Zero Shea Ultimate Shear Moment at Zero Shear FRAME6BEAMUV Vertical Reaction at U Vertical Reaction at V Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 28.266422 67.733578 2.8222324 67.733578 57.709326 179.5563434 148.1236566 Ultimate Axial Load (Pu) 2.712225157 179.5563434 105.7908986 FRAME7BEAMUV Vertical Reaction at U Vertical Reaction at V Distance of x at Zero Shea Ultimate Shear Moment at Zero Shear Ultimate Axial Load (Pu) FRAME1BEAMZa Vertical Reaction at Z 164.61604 Vertical Reaction at a 96.88246172 79.91753828 Ultimate Axial Load (Pu) Ultimate Axial Load (Pu) Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 2.712133652 96.88246172 57.08887935 FRAME5 BEAMWX Vertical Reaction at W 232.023 Vertical Reaction at X Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 65.031 109.689 2.51119 109.689 109.546 FRAME4 BEAMWX Vertical Reaction at W 475.982 Vertical Reaction at X Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 56.7904 117.93 2.69985 117.93 95.1604 FRAME3 BEAMWX Vertical Reaction at W 487.122 Vertical Reaction at X Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 59.6906 115.029 2.63346 115.029 96.1212 FRAME2 BEAMab Vertical Reaction at a 475.951 Vertical Reaction at b Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 87.06266634 89.73733366 Ultimate Axial Load (Pu) 3.045384626 89.73733366 42.4041081 FRAME8 BEAMPQ Vertical Reaction at P Vertical Reaction at Q Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 161.3613943 166.3186057 Ultimate Axial Load (Pu) 3.045384626 166.3186057 78.59150532 FRAME8 BEAMQR Vertical Reaction at Q Vertical Reaction at R Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 161.3613943 166.3186057 Ultimate Axial Load (Pu) 3.045384626 166.3186057 78.59150532 FRAME8 BEAMRS Vertical Reaction at R Vertical Reaction at S Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear FRAME5 BEAMXY Vertical Reaction at X 243.4126672 Vertical Reaction at Y Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 65.0308808 109.6891192 2.511197784 109.6891192 109.5467646 FRAME4 BEAMXY Vertical Reaction at X 497.0919397 Vertical Reaction at Y Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear FRAME3 BEAMXY Vertical Reaction at X 508.2293779 Vertical Reaction at Y Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 164.2931 163.3869 2.991704 164.2931 82.37495 59.68885245 115.0311476 2.633496968 115.0311476 96.12479405 FRAME2 BEAMbc Vertical Reaction at b 497.1068521 Vertical Reaction at c Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 51.4459 123.274 2.82221 123.274 105.028 51.4491192 123.2708808 2.822135549 123.2708808 105.0195108 FRAME1BEAMab Vertical Reaction at a 290.247 Vertical Reaction at b 87.05571987 89.74428013 Ultimate Axial Load (Pu) FRAME1BEAMbc Vertical Reaction at b 301.6636356 Vertical Reaction at c 3.045620367 89.74428013 42.38943366 164.2931 163.3869 2.991704 164.2931 82.37495 56.79114755 117.9288524 2.699836366 117.9288524 95.15889242 161.3518358 166.3281642 Ultimate Axial Load (Pu) 3.045559647 166.3281642 78.57167341 FRAME8 BEAMST Vertical Reaction at S Vertical Reaction at T Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 88.64445 88.15555 2.991704 88.64445 44.44547 Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 164.2984 163.3816 2.991606 164.2984 82.38035 88.64847 88.15153 2.991568 88.64847 44.44952 Right Side of 2nd Floor Ultimate Axial Load (Pu) FRAME9 BEAMPQ Vertical Reaction at P Vertical Reaction at Q Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear Ultimate Axial Load (Pu) FRAME9 BEAMQR Vertical Reaction at Q Vertical Reaction at R Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear Ultimate Axial Load (Pu) FRAME9 BEAMRS Vertical Reaction at R Vertical Reaction at S Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear Ultimate Axial Load (Pu) FRAME9 BEAMST Vertical Reaction at S Vertical Reaction at T Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear Ultimate Axial Load (Pu) FRAME5 BEAMYZ Vertical Reaction at Y 241.34198 Vertical Reaction at Z Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 65.030881 109.68912 2.5111978 109.68912 109.54676 FRAME4 BEAMYZ Vertical Reaction at Y 493.25413 Vertical Reaction at Z Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 56.791148 117.92885 2.6998364 117.92885 95.158892 FRAME3 BEAMYZ Vertical Reaction at Y 504.39157 Vertical Reaction at Z Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 59.688852 115.03115 2.633497 115.03115 96.124794 FRAME2 BEAMcd Vertical Reaction at c 493.24342 Vertical Reaction at d Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 0 51.449119 123.27088 2.8221355 123.27088 105.01951 FRAME1BEAMcd Vertical Reaction at c 299.57393 Vertical Reaction at d Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 88.155547 88.644453 Ultimate Axial Load (Pu) 3.0082959 88.644453 44.445467 FRAME10 BEAMPQ Vertical Reaction at P Vertical Reaction at Q Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 163.38693 164.29307 Ultimate Axial Load (Pu) 3.0082959 164.29307 82.374947 FRAME10 BEAMQR Vertical Reaction at Q Vertical Reaction at R Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 163.38693 164.29307 Ultimate Axial Load (Pu) 3.0082959 164.29307 82.374947 FRAME10 BEAMRS Vertical Reaction at R Vertical Reaction at S Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 163.38158 164.29842 Ultimate Axial Load (Pu) 3.0083939 164.29842 82.380345 FRAME10 BEAMST Vertical Reaction at S Vertical Reaction at T Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 88.151525 88.648475 Ultimate Axial Load (Pu) 3.0084324 88.648475 44.449523 FRAME5 BEAMZa Vertical Reaction at Z 243.412667 Vertical Reaction at a Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 65.0308808 109.689119 2.51119778 109.689119 109.546765 FRAME4 BEAMZa Vertical Reaction at Z 497.09194 Vertical Reaction at a Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 56.7911476 117.928852 2.69983637 117.928852 95.1588924 FRAME3 BEAMZa Vertical Reaction at Z 508.229378 Vertical Reaction at a Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 59.6888524 115.031148 2.63349697 115.031148 96.124794 FRAME2 EAMde Vertical Reaction at d 497.106852 Vertical Reaction at e Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 89.73733366 87.06266634 Ultimate Axial Load (Pu) 2.954615374 89.73733366 42.4041081 FRAME11BEAMRS Vertical Reaction at R Vertical Reaction at S Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 166.3186057 161.3613943 Ultimate Axial Load (Pu) 2.954615374 166.3186057 78.59150532 FRAME11BEAMST Vertical Reaction at S Vertical Reaction at T Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 166.3186057 161.3613943 Ultimate Axial Load (Pu) 2.954615374 166.3186057 78.59150532 FRAME11BEAMTU Vertical Reaction at T Vertical Reaction at U Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear FRAME5 BEAMab Vertical Reaction at a 232.023249 Vertical Reaction at b Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 65.0310414 109.688959 2.51119411 109.688959 109.545966 FRAME4 BEAMab Vertical Reaction at a 475.981671 Vertical Reaction at b Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 56.7904133 117.929587 2.69985318 117.929587 95.1604437 FRAME3 BEAMab Vertical Reaction at a 487.122449 Vertical Reaction at b Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 59.6905628 115.029437 2.63345781 115.029437 96.1212047 FRAME2 BEAMef Vertical Reaction at e 475.95078 Vertical Reaction at f Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 79.92954089 96.87045911 Ultimate Axial Load (Pu) 3.28745902 96.87045911 57.05148692 FRAME12BEAMRS Vertical Reaction at R Vertical Reaction at S Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 148.1409047 179.5390953 Ultimate Axial Load (Pu) 3.28745902 179.5390953 105.7388644 FRAME12 BEAMST Vertical Reaction at S Vertical Reaction at T Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 148.1409047 179.5390953 Ultimate Axial Load (Pu) 3.28745902 179.5390953 105.7388644 FRAME12 BEAMTU Vertical Reaction at T Vertical Reaction at U Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 51.4491192 123.270881 2.82213555 123.270881 105.019511 166.3281642 161.3518358 Ultimate Axial Load (Pu) 2.954440353 166.3281642 78.57167341 FRAME11BEAMUV Vertical Reaction at U Vertical Reaction at V Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 51.4458505 123.274149 2.82221038 123.274149 105.028125 148.1236566 179.5563434 Ultimate Axial Load (Pu) 3.287774843 179.5563434 105.7908986 FRAME12BEAMUV Vertical Reaction at U Vertical Reaction at V Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear FRAME1BEAMde Vertical Reaction at d 301.663636 Vertical Reaction at e Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 89.74428013 87.05571987 Ultimate Axial Load (Pu) 2.954379633 89.74428013 42.38943366 FRAME1BEAMef Vertical Reaction at e 290.247408 Vertical Reaction at f Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 79.91753828 96.88246172 Ultimate Axial Load (Pu) 3.287866348 96.88246172 57.08887935 132.601832 35.7313726 60.2686274 2.51119281 60.2686274 60.1899127 271.011102 31.2033796 64.7966204 2.69985918 64.7966204 52.286284 277.133036 32.7973208 63.2026792 2.63344497 63.2026792 52.8131401 271.025444 28.2664218 67.7335782 2.82223243 67.7335782 57.7093259 164.61604 Left Side Concrete Roof FRAME 2 BEAM AB Vertical Reaction at A 118.77416 Vertical Reaction at B Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear Ultimate Axial Load (Pu) FRAME 6 BEAM AB Vertical Reaction at A Vertical Reaction at B Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear Ultimate Axial Load (Pu) 32.323171 63.676829 2.6532012 63.676829 71.607781 86.45098526 90.34901474 Ultimate Axial Load (Pu) 122.966 3.066143034 90.34901474 83.25662697 FRAME 7 BEAM AB Vertical Reaction at A 32.617 Vertical Reaction at B 63.383 Distance of x at Zero Shear 2.64096 Ultimate Shear 63.383 Moment at Zero Shear 70.7948 FRAME 1 BEAM AB Vertical Reaction at A 151.08245 Vertical Reaction at B Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 87.40561681 89.39438319 Ultimate Axial Load (Pu) 3.033746036 89.39438319 85.85516689 152.777 Right Side Concrete Roof Ultimate Axial Load (Pu) FRAME 11 BEAM AB Vertical Reaction at A Vertical Reaction at B Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear Ultimate Axial Load (Pu) FRAME 2 BEAM CD Vertical Reaction at C 122.966038 Vertical Reaction at D Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 32.6170231 63.3829769 2.64095737 63.3829769 70.7948095 FRAME 1 BEAM CD Vertical Reaction at C 152.77736 Vertical Reaction at D Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 90.34901474 86.45098526 Ultimate Axial Load (Pu) 2.933856966 90.34901474 83.25662697 FRAME 12 BEAM AB Vertical Reaction at A Vertical Reaction at B Distance of x at Zero Shear Ultimate Shear Moment at Zero Shear 89.39438319 87.40561681 Ultimate Axial Load (Pu) 2.966253964 89.39438319 85.85516689 118.774157 32.3231714 63.6768286 2.65320119 63.6768286 71.6077812 151.082445 Shear and Moment Diagram for All Beams Note: -All of the beams have similar shear and moment diagrams PU, MU, AND VU TO BE USED AXIAL LOAD Pu at Column 1A Pu at Column 2A Pu at Column 3A Pu at Column 4A Pu at Column 5A Pu at Column 1B Pu at Column 2B Pu at Column 3B Pu at Column 4B Pu at Column 5B Pu at Column 1C Pu at Column 2C Pu at Column 3C Pu at Column 4C Pu at Column 5C Pu at Column 1D Pu at Column 2D Pu at Column 3D Pu at Column 4D Pu at Column 5D Pu at Column 1E Pu at Column 2E Pu at Column 3E Pu at Column 4E Pu at Column 5E Pu at Column 1F Pu at Column 2F Pu at Column 3F Pu at Column 4F Pu at Column 5F Pu at Column 1G Pu at Column 2G Pu at Column 3G Pu at Column 4G Pu at Column 5G Pu to be used (KN) 530.957405 1084.935299 1108.424716 1200.451714 805.8902018 927.6170787 1902.63823 1946.159729 2036.440393 1317.311683 974.1571362 1988.530602 2033.694184 1984.575507 1203.912923 965.4275433 1972.35123 2017.514812 1973.862881 1199.609932 974.1571362 1988.530602 2033.694184 1984.575507 1203.912923 927.6170787 1902.63823 1946.159729 2036.440393 1317.311683 530.957405 1084.935299 1108.424716 1200.451714 805.8902018 2036.440393 MOMENT LOAD Highest Mu Frame 1 Highest Mu Frame 2 Highest Mu Frame 3 Highest Mu Frame 4 Highest Mu Frame 5 Highest Mu Frame 6 Highest Mu Frame 7 Highest Mu Frame 8 Highest Mu Frame 9 Highest Mu Frame 10 Highest Mu Frame 11 Highest Mu Frame 12 Mu to be used (KNm) 105.5220977 192.7375245 195.1872503 195.1872503 105.3134334 71.60778119 113.7026357 113.6114014 113.6114014 113.6114014 113.7026357 71.60778119 195.1872503 SHEAR FORCE Highest Vu Frame 1 Highest Vu Frame 2 Highest Vu Frame 3 Highest Vu Frame 4 Highest Vu Frame 5 Highest Vu Frame 6 Highest Vu Frame 7 Highest Vu Frame 8 Highest Vu Frame 9 Highest Vu Frame 10 Highest Vu Frame 11 Highest Vu Frame 12 Vu to be used (KN) 96.88246172 179.5563434 184.663532 184.663532 99.63535294 67.73357823 123.2741495 124.976748 124.976748 124.976748 123.2741495 67.73357823 184.663532 Note: All of the Ultimate Axial Load (Pu) were added from Axial load of Concrete Roof to Axial load of 2nd Floor SINGLY REINFORCED BEAM DESIGN Compressive Strength (f'c) Yield Strength (fy) Diameter of Main Bars Diameter of Stirrups Aggregate Size Base of the Beam Height of the Beam Beta Concrete Cover (cc) Reduction Factor 30 415 25 12 19 300 500 0.835714286 40 0.814529915 STEP1: ULTIMATE MOMENT (Mu) Mu 195.1872503 Knm STEP2: EFFECTIVE DEPTH (d) Effective Depth d MPa MPa mm mm mm mm mm 435.5 mm STEP3: COEFFICIENT OF RESISTANCE (RN) Coefficient of Resistance (RN) 4.211597253 STEP4: STEEL RATIO (P) Steel Ratio Required (Preq'd) Steel Ratio Initial Minimum (Pmin) Steel Ratio Check (Pcheck) Steel Ratio Minimum to be used (Pmin use) Steel Ratio Maximum (Pmax) Steel Ratio to be used (Puse) 0.011162305 0.003373494 0.003299533 0.003299533 0.022007622 0.011162305 STEP5: AREA OF STEEL MAIN BARS Area of Steel (As) 1674.345767 sqmm STEP6: NUMBER OF PIECES No. of Bars say STEP7: SPACING Initial Clear Spacing (Sreq'd) 3.410949188 4 pcs 32 mm Minimum clear Spacing (Smin) Clear Spacing to be used (Suse) STEP8: REANALYSIS STEP8.1: LOCATION Equivalent Stress ( a ) Depth of Neutral Axis ( c ) 25.33333333 mm 32 mm 106.5164176 mm 127.4555424 mm STEP8.2: CHECK IF STEEL YIELDS Yield Strenght of Reinforcement (fs) Therefore STEP8.3 NEW LOCATION Depth of Neutral Axis ( c ) Equivalent Stress ( a ) 1450.126617 Mpa SY proceed to step 5 N/a N/a STEP8.4 RECHECK IF STEEL YIELDS Yield Strenght of Reinforcement (fs) Therefore N/a N/a STEP8.5 NOMINAL MOMENT (MNcap) Nominal Moment Capacity (Mncap) 311.4699508 KNm STEP8.6 ULTIMATE MOMENT CAPACITY (MU) Ultimate Moment Capacity (Mucap) 253.7015924 KNm Conclusion: The Beam of the School Building must have four pieces of twenty-five-millimeter diameter of main bars with clear spacing of thirty-two millimeters. Each of the beam has a moment load capacity of two-hundred fifty-four which kilonewton meters withstands the moment load demand of the said building which is one hundred ninety-five kilonewton meter STIRRUPS DESIGN Compressive Strength (f'c) Yield Strength of Stirrups (fystirr) Diameter of Main Bars Diameter of Stirrups Aggregate Size Base of the Beam Height of the Beam Beta Concrete Cover (cc) Reduction Factor Lambda (λ) STEP1: EFFECTIVE DEPTH (d) Effective Depth (d) 30 275 25 12 19 300 500 0.835714286 40 0.75 1 MPa MPa mm mm mm mm mm 435.5 mm STEP2: ULTIMATE SHEAR (Vu) Ultimate Shear (Vu) 184.663532 KN STEP3: NOMINAL SHEAR Nominal Shear by Concrete (Vc) Nominal Shear by Steel (Vs) 121651.9186 N 124566.124 N STEP4: SPACING Maximum Spacing (Smax) Theoretical Spacing (Stheo) Spacing to be Used (Suse) 217.75 mm 217.4719613 mm 210 mm STEP5: REANALYSIS STEP 5.1: NOMINAL SHEAR Nominal Shear Capacity by Steel (Vscap) Nominal Shear Capacity by Concrete (Vccap) STEP 5.2: ULTIMATE SHEAR CAPACITY (Vucap) Ultimate Shear (Vucap) 128998.2823 N 121651.9186 N 187.9876507 KN Conclusion: The stirrups of the School Building that must be used is twelve millimeters with spacing of two hundred millimeters. The Shear load capacity of the stirrups which is one hundred eighty-eight kilo newtons can withstand the shear load demand of the building which is one hundred eighty-five kilonewtons. TIED COLUMNS DESIGN Compressive Strength (f'c) Yield Strength of Steel (fy) Diameter of main bars Diameter of ties Steel Ratio(P) Aggregate Size Concrete Cover (cc) 30 415 25 12 2% 19 40 STEP1: ULTIMATE AXIAL LOAD (Pu) Ultimate Axial Load (Pu) Say Area of Steel Main Bars STEP 3: NUMBER OF PIECES Number of Pieces of main bars Say STEP4: SPACING Minimum Spacing for Main bars (Smin) Actual Spacing for Main bars (Sreq'd) Spacing for Main bars Spacing for Lateral Ties STEP5: REANALYSIS STEP5.1: NOMINAL AXIAL CAPACITY Nominal Axial Capacity on Concrete (Pccap) Nominal Axial Capacity on Steel (Pscap) STEP5.2: ULTIMATE AXIAL CAPACITY Ultimate Axial Capacity (Pucap) mm 2036.440393 KN STEP 2: AREAS AND DIMENSION Area Gross (Ag) Base of the column Number of Pieces of main bars per side Mpa MPa mm mm 117639.8776 342.9867018 350 2450 sqmm mm mm sqmm 4.991099015 8 pcs 3 pcs 40 85.5 85.5 350 mm mm mm mm 3023.611734 KN 1629.701189 KN 2419.72272 KN Conclusion: The square column that must be used for the school building must have a dimension of three hundred fifty by three hundred fifty millimeters. It also must have eight pieces of twenty-five-millimeter diameter main bars spaced at eight five and half millimeters. Lastly, the ties that must be used are twelve millimeter-diameter ties spaced at three hundred fifty millimeters. The axial load capacity of the columns which is two thousand four hundred twenty kilonewtons can withstand the axial load demand of the building which is two thousand thirty-six kilonewtons. SLAB DESIGN Compressive Strength (f'c) Yield Strength (fy) Yield Strength for Temperature bars (fytemp) Diameter of Main Bars Diameter of Stirrups Base of the Beam Height of the Beam Beta Concrete Cover (cc) Reduction Factor Longer Span Shorter Span Unit weight of Concrete Floor Finish Self Weight of Beam Live Load in terms of Pressure 30 MPa 415 MPa 275 MPa 25 mm 12 mm 0.3 m 0.5 m 0.835714286 40 mm 0.814529915 6m 4 m 24 KN/m^3 1.1 Kpa 3.6 4.8 KPa STEP1: MINIMUM SLAB THICKNESS (h) Slab Thickness say STEP2: SELF WEIGHT OF SLAB Self Weight of Slab 200 0.2 m 4.8 KN/m STEP3: ULTIMATE DISTRIBUTED LOAD Total Dead Load in Terms of Pressure Total Live Load in Terms of Pressure Ultimate Distributed Load (Wu) 5.9 Kpa 4.8 Kpa 14.76 KN/m STEP4: EFFECTIVE DEPTH (d) Effective Depth (d) 147.5 mm STEP 5: ULTIMATE MOMENT (Mu) Mu 66.42 Knm STEP 6: COEFFICIENT OF RESISTANCE (RN) Coefficient of Resistance (RN) 3.74807085 STEP 7: STEEL RATIO (P ) Steel Ratio Required (Preq'd) Steel Ratio Initial Minimum (Pmin) Steel Ratio Check (Pcheck) Steel Ratio Minimum to be used (Pmin use) Steel Ratio Maximum (Pmax) Steel Ratio to be used for Main Bars (Puse) Steel Ratio for Temp Bars (Ptemp) 0.009815467 0.003373494 0.003299533 0.003299533 0.022007622 0.009815467 0.002 STEP 8: AREAS Area of Steel (As) Area of Temperature Bars (Astemp) 1447.781341 sqmm 1600 sqmm STEP 9: NUMBER OF PIECES Number of Main Bars say Number of Temperature Bars say STEP 10: SPACING Spacing for Main Bars say Spacing for Temp Bars say 2.949395929 3 pcs 14.14710605 15 pcs 333.3333333 330 266.6666667 260 mm mm mm mm Conclusion: The slab was assumed one way shear for the building. Each slab must have three pieces of twenty-five-millimeter diameter main bars spaced at three hundred thirty millimeters. The temperature bars that must be used are fifteen pieces with twelve millimeter-diameter temperature bars spaced at two hundred sixty millimeters. FOOTINGS DESIGN TWO WAY SHEAR Ultimate Axial Load (Pu) Column Base (b) Column depth (b) Length (L) Base (b) Height of Soil (hs) Footing Thickness (t) depth (d) Concrete Cover (cc) Diameter of Main Bars, Diameter of Temperature Bars, Compressive Strength (f'c) Yield Strength of Steel, fy Yield Strength of Temperature Bars (fy) Unit Weight of Concrete Unit Weight of Soil, Maximum Pressure of the Soil Strength Reduction Factor for Flexure, Beta 2036.440393 kN 0.35 m 0.35 m 3m 3m 0.8 m 0.55 m 0.467 m 75 mm 16 mm 10 mm 30 MPa 415 MPa 275 MPa 23.5 kN/m3 20.4 kN/m3 300 kPa 0.814529915 0.835714286 STEP 1: ADEQUACY OF FOOTING W/ RESPECT TO SOIL qe qallow 226.2711548 kPa 255.5161548 kPa ADEQUATE STEP 2: ADEQUACY OF FOOTING W/ RESPECT TO SHEAR Ultimate Axial Load (Including Self wt. of Column), Pu Pressure, WkPa Area in consideration, A perimeter x Vuactual Vuconcrete 2081.924643 kN 231.3249604 kPa 8.332511 m2 3.268 1.0915 m 1927.517777 kN 2089.775169 kN ADEQUATE STEP 3: DESIGN FOR MAIN BARS Maximum Bending Moment (Mu) Coefficient of resistance (RN) Steel Ratio Required (Preq'd) Steel Ratio Initial Minimum (Pmin) Steel Ratio Maximum (Pmax) Steel Ratio to be used for Main Bars (Puse) 842.8055148 kNm 1.581485863 0.003937 0.003373494 0.022007622 0.003937 Area of Steel (As) Number of Main Bars (N) say, Spacing STEP 4: DESIGN FOR TEMPERATURE BARS Steel Ratio to be used (Puse) 0.002 Area of Steel (As) Number of Main Bars (N) say, Spacing 5515.641955 mm2 27.43255255 28 pcs 100 mm 3300 mm2 42.01690498 43 pcs 70 mm Conclusion: Each footing must have twenty-eight pieces of twenty-five-millimeter diameter main bars spaced at one hundred millimeters. It also must have forty-three pieces of twelve-millimeter diameter main bars spaced at seventy millimeters. APPENDIX A. SNIPPET OF MDM PROGRAM (FRAME 1 ONLY)

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