based on my calculation draw a shear force and bending moment digram 10kNCut A:10KN10kN2) Find the shear force and bending moment at the sections where marked.15 KNCut B:10kN"(toArCut C:10kNCut D:15kN3m3m3m3 m15kNBICΤΣΕ -0anti-clockwise M =0 → -[10kNxAx] - M=0⇒ M=-10 Axif Ax0M=09mMM10kN-S=06 mS=+10 kN ↓ΑΣΕ, = 0anti-clockwise M =0> M=-30kN.m → M=30kN.m10kN-S=0anti-clockwise MM = 60kNmS +10 kN ↓-[10kVx3m]-M=0ΣΕ=0 = 10kN-15kN-S=0 ⇒S= -5 kNS= 5 kN ↑anti-clockwise M =0 -[10kVx3m]-M=0M=-30kNmM=30kN.mTIF 010kN-15kN-S=0MS= 5 kNS-5 kN5kN=0 ⇒ -[10kNx3m]+[15kNx6m]-M=0

Answered: Image /qna-images/answer/bf9eddd2-8b01-4383-bb08-76697c3d4906.jpg

10kN Cut A: 10KN 10kN 2) Find the shear force and bending moment at the sections where marked. 15 KN Cut B: 10kN 0M M Ar Cut C: 10kN Cut D: 15kN 3m 3m 3m 3 m ΤΣΕ -0 anti-clockwise M = 0 → M=-10 Axif Ax→0 15kN BIC 9m M M 10kN-S=0 S= +10 kN ↓ 6 m -[10kNxAx]-M=0 M=0 ΑΣΕ, = 0 anti-clockwise M =0 -[10kVx3m]-M=0 > M=-30kN.m → M=30kN.m 10kN-S=0 →S +10 kN ↓ ΣΕ=0 = 10kN-15kN-S=0 S = 5 kN ↑ anti-clockwise M =0 anti-clockwiseM => M = 60kN.m M=-30kNmM=30kN.m S-5 kN -[10kVx3m]-M=0 10 10kV-15kN-S=0 S-5 kN MS= 5 kN 5kN =0 ⇒ -[10kNx3m]+[15kNx6m]-M = 0

10kN Cut A: 10KN 10kN 2) Find the shear force and bending moment at the sections where marked. 15 KN Cut B: 10kN 0M M Ar Cut C: 10kN Cut D: 15kN 3m 3m 3m 3 m ΤΣΕ -0 anti-clockwise M = 0 → M=-10 Axif Ax→0 15kN BIC 9m M M 10kN-S=0 S= +10 kN ↓ 6 m -[10kNxAx]-M=0 M=0 ΑΣΕ, = 0 anti-clockwise M =0 -[10kVx3m]-M=0 > M=-30kN.m → M=30kN.m 10kN-S=0 →S +10 kN ↓ ΣΕ=0 = 10kN-15kN-S=0 S = 5 kN ↑ anti-clockwise M =0 anti-clockwiseM => M = 60kN.m M=-30kNmM=30kN.m S-5 kN -[10kVx3m]-M=0 10 10kV-15kN-S=0 S-5 kN MS= 5 kN 5kN =0 ⇒ -[10kNx3m]+[15kNx6m]-M = 0

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

Matrix Algebra for Structural analysis

Structural analysis is a process in which the effects of different loads and internal forces, acting on structures and their elements are determined. This method of analysis is effective in detecting the failure loads of the structural elements and the design can be altered before commencing the construction process, which ensures proper strength and safety of the structures.

Question

based on my calculation draw a shear force and bending moment digram

10kN
Cut A:
10KN
10kN
2) Find the shear force and bending moment at the sections where marked.
15 KN
Cut B:
10kN
"(to
Ar
Cut C:
10kN
Cut D:
15kN
3m
3m
3m
3 m
15kN
BIC
ΤΣΕ -0
anti-clockwise M =0 → -[10kNxAx] - M=0
⇒ M=-10 Axif Ax0M=0
9m
M
M
10kN-S=0
6 m
S=+10 kN ↓
ΑΣΕ, = 0
anti-clockwise M =0
> M=-30kN.m → M=30kN.m
10kN-S=0
anti-clockwise M
M = 60kNm
S +10 kN ↓
-[10kVx3m]-M=0
ΣΕ=0 = 10kN-15kN-S=0 ⇒S= -5 kN
S= 5 kN ↑
anti-clockwise M =0 -[10kVx3m]-M=0
M=-30kNmM=30kN.m
TIF 010kN-15kN-S=0
MS= 5 kN
S-5 kN
5kN
=0 ⇒ -[10kNx3m]+[15kNx6m]-M=0

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