2. Determine whether the internal force diagrams are correct or not. If not, give the right internal force diagrams.PMCDQ图题3.7图题3.8 图ВQ图 ||题 3.9 图题 3.10 图MMBBCAQ图 M图 1. Plot the bending moment diagrams and shear force diagrams for the following structures.14 kN3 kN/m2手B1.2 mC2 m2 m题3.2图题3.1 图6 kN10 kN • m|8 kN1 kN/m4 kN • m2 kN/m4 m2 m2 m|-2m--4 m2m.|题3.4 图题3.3 图B 4 kNB10 kNPa1 kN/m0.6 m题3.6 图题3.5 图6 m3 m²

Answered: Image /qna-images/answer/418d595c-dce1-4f5b-afd9-0bcd8f7096fc.jpg

Answered: 2. Determine whether the internal force…

2. Determine whether the internal force diagrams are correct or not. If not, giv e the right internal force diagrams. min C Q图题3.7图题3.8图 M C D. BY Q图 | 题3.9图题3.10 图 M M В B

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Braced cuts

The braced cut is a method of providing lateral support to the soil in foundation trenches, to prevent the trenches from deformation by the caving in of soil and resisting it from moving laterally. During shallow excavation in firm soil, generally, slopes are provided to resist the caving in of soil. During shallow excavation in soft soil and deep excavation, the chances of caving in of soil increase. Hence, it becomes necessary to make a provision to resist the deformation of trenches due to caving in of soil. The braced cut is the method used for such conditions. The excavation using braced cuts is a bit uneconomical as compared to the traditional open-cut excavation method but provides better safety than the cut excavation method.

Question

2. Determine whether the internal force diagrams are correct or not. If not, giv
e the right internal force diagrams.
P
M
C
D
Q图
题3.7图
题3.8 图
В
Q图 ||
题 3.9 图
题 3.10 图
M
M
B
B
C
A
Q图 M图

1. Plot the bending moment diagrams and shear force diagrams for the follo
wing structures.
14 kN
3 kN/m
2
手
B
1.
2 m
C
2 m
2 m
题3.2图
题3.1 图
6 kN
10 kN • m|8 kN
1 kN/m
4 kN • m
2 kN/m
4 m
2 m
2 m
|-2m--
4 m
2m.|
题3.4 图
题3.3 图
B 4 kN
B
10 kN
Pa
1 kN/m
0.6 m
题3.6 图
题3.5 图
6 m
3 m²

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