COURSE TITLE/
INSTRUCTOR
NAME OF STUDENT
CE104/
MERYL MAE C. RODRIGUEZ
CHARLENE C. QUINDOZA
SECTION
TASK|NO.
RATING
PAGE
OF
FA|3
1. For the cantilever beam shown below: wo = 20 kN/m, a = 2.5 m, EI is constant throughout the beam where E = 210
GPa, and I = 1400 x 106 mm4.
Using double integration method:
a.
Derive completely the slope and deflection equations of each segment in the beam.
b.
Determine the slope and deflection at 2m from the support.
c.
Determine the slope and deflection at the free end.
COURSE TITLE/
INSTRUCTOR
NAME OF STUDENT
CE104/
MERYL MAE C. RODRIGUEZ
CHARLENE C. QUINDOZA
SECTION
TASK|NO.
RATING
PAGE
FA|3
2. A cantilever beam is subjected to a uniformly distributed load of 10 kN/m applied over its entire 6-m span and
a concentrated load at the mid-section of magnitude 50 kN. Its modulus of elasticity if constant and equal to
180 GPa and moment of inertia of 1700 x 106 mm4. Calculate the slope and deflection at the midspan using
double integration method.
OF
COURSE TITLE/
INSTRUCTOR
NAME OF STUDENT
CE104/
MERYL MAE C. RODRIGUEZ
CHARLENE C. QUINDOZA
SECTION
TASK|NO.
RATING
PAGE
FA|3
OF