KWAME NKRUMAH UNIVERSITY OF SCIENCE AND TECHNOLOGY, KUMASI
INSTITUTE OF DISTANT LEARNING
Second Year
CE 255 : THEORY OF STRUCTURES
Assignment 1
Q.1 A prismatic beam (AC) of length 6m is simply supported over a span (AB) L1
= 4m and has an overhang (BC) of length L2 = 2m. The beam is loaded as
shown below (Fig. Q1). Use the moment-area method to calculate:
a). the vertical deflection, Δ, at the free end C
b). the rotation, β, at the support B
10kN/m
A B C
4.0 2.0
Fig. Q1
c). compute the product β * L2 and explain what physical quantity is
expressed by this product.
Q.2 A simply supported beam with piecewise constant flexural rigidity is
loaded as shown below. Using the conjugate beam method, calculate the
deflections and rotations at all the nodes.
30kN 50kN
1 I 2 3I 3 2I 4
2m 4m 3m
J.W. Ampofo