Structural Analysis, SI Edition
6th Edition
ISBN: 9780357030981
Author: Aslam Kassimali
Publisher: Cengage Learning US
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Question
Chapter 12, Problem 3P
To determine
Draw the shear and bending moment diagrams for the girders of given frame.
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Q2. An isotropic rectangular slab (6 x 8) m is fixed at 3- edges and free at one edge as
shown below. The reinforcement provides a positive yield moment of (10) kN.m/m
and along the fixed edge a negative yield moment (m) of (14) kN.m/ m.
Determine the collapse load if the slab carries a u.d.L. of (w) kN/m² including the
slab own weight.
W
free
C
Gm
fixed
8 m
d
Reinforced Concrete Design 4
Second Monthly Exam
15/4/2025
Q1. A double T-concrete beam is prestressed with 2- tendons each of cross-sectional area
of (600) mm² as shown below. Determine the allowable service load.
Given: Span = 12 m, fse=1400 N/mm², fé= 50 N/mm², Ct = 163 mm, Cb =437 mm,
I=7586 x 10 mm*.
10 KN/M
*
25.00
x-500x
1500
+500
+100
163
不
-A
500
12m
+
437
+= 50
1
150
150
600mm
600mm
5-18 Determine the maximum service live load that the column shown in Figure P5-18 can
support if the live load is twice the dead load. (Lc)x = KxLx = 24 ft, (Lc)y = KyLy = 16 ft
= 36 ksi. Solve by LRFD and ASD methods.
and Fy
Figure P5-18
C6×13
C6×13
PLX14X4
Chapter 12 Solutions
Structural Analysis, SI Edition
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