MAT.SCIENCE+ENGIN.(PERUSALL ACCESS)
10th Edition
ISBN: 2818440149658
Author: Callister
Publisher: PERUSALL
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Question
Chapter 4, Problem 17QAP
To determine
The composition of an alloy in atom percent.
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By using the yield line theory, determine the moment (m) for an isotropic reinforced
concrete two-way slab shown in figure under a
concentrated force (P) on the free corner.
The two line supports of slab is simply supports.
m
m
2000
2000
1: Determine the load capacity of the one-way uniformly loaded (5 kN/m²)
simply supported slab shown in Fig.
2 m
2 m
1.5 m
E
E
1: Determine the load capacity of the one-way uniformly loaded (5 kN/m²)
simply supported slab shown in Fig.
Solution:
2 m
2 m
هنا الاسناد بسيط، لذلك سيتشكل خط خضوع واحد
بالمنتصف ( البلاطة متناظرة)
=
We [5.0x (2x1.5) 0 = 8/2
:. W;= [m × 8/2 × 1.5] <2
= [1.5m 6]
:: We = Wi
15 6 = 1.5 m 6
m = 10 kN.m
8/2]
-8=1.0
1.5 m
E
E
L
8/2
δ
28
0 =
L/2
L
Chapter 4 Solutions
MAT.SCIENCE+ENGIN.(PERUSALL ACCESS)
Ch. 4 - Prob. 1QAPCh. 4 - Prob. 2QAPCh. 4 - Prob. 3QAPCh. 4 - Prob. 4QAPCh. 4 - Prob. 5QAPCh. 4 - Prob. 6QAPCh. 4 - Prob. 7QAPCh. 4 - Prob. 8QAPCh. 4 - Prob. 9QAPCh. 4 - Prob. 10QAP
Ch. 4 - Prob. 11QAPCh. 4 - Prob. 12QAPCh. 4 - Prob. 13QAPCh. 4 - Prob. 14QAPCh. 4 - Prob. 15QAPCh. 4 - Prob. 16QAPCh. 4 - Prob. 17QAPCh. 4 - Prob. 18QAPCh. 4 - Prob. 19QAPCh. 4 - Prob. 21QAPCh. 4 - Prob. 24QAPCh. 4 - Prob. 25QAPCh. 4 - Prob. 28QAPCh. 4 - Prob. 36QAPCh. 4 - Prob. 39QAPCh. 4 - Prob. 40QAPCh. 4 - Prob. 41QAPCh. 4 - Prob. 42QAPCh. 4 - Prob. 43QAPCh. 4 - Prob. 44QAPCh. 4 - Prob. 46QAPCh. 4 - Prob. 47QAPCh. 4 - Prob. 48QAPCh. 4 - Prob. 1DPCh. 4 - Prob. 2DPCh. 4 - Prob. 1SSPCh. 4 - Prob. 2SSPCh. 4 - Prob. 3SSPCh. 4 - Prob. 4SSPCh. 4 - Prob. 1FEQPCh. 4 - Prob. 2FEQPCh. 4 - Prob. 3FEQP
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