(2, Ferthe beam shown,a. draw SFD and BMD, b. prove that for the isosceles:, Tmax. =C. if dan = 120MP9, and Tay = 70MPa, find the required base (b).el. draw the shear 6tess dist, at section of mak. -ve. sheay force.An& Ro = 19.42 KN, Rp=-8.92KN1 V=C, - io·5,+3.92,+ 3、92ドNرشدث تاء و امين(3V49---2 kN5 KNh=240- 1305, +13.26, -26.74, oBS. b =9 3 mm -40 KN. m 3m3m3m

Let us draw free body diagram and calculate the reactions RB and RD first Consider vertical…

(2, Ferthe beam shown,. a. draw sFD and BMD, b. prove that for the isosceles:,Tmax. = bh C. if dal شت متا ف لاين( 3V 120MP9, and Tau =70MPa find the required base (b). el. draw the shear otress dist, at sectiion of max. -ve. shear force. Ans. Ro = 19.42 KN, Ro= -8.92KN 1 V=C, - io.5,+3.92,+ 3、92ドN ニo-3o5, +13.26, - 264。 5. b = 93 mm 2 kN 5KN h=240 40 KN. m 3m to 3m

(2, Ferthe beam shown,. a. draw sFD and BMD, b. prove that for the isosceles:,Tmax. = bh C. if dal شت متا ف لاين( 3V 120MP9, and Tau =70MPa find the required base (b). el. draw the shear otress dist, at sectiion of max. -ve. shear force. Ans. Ro = 19.42 KN, Ro= -8.92KN 1 V=C, - io.5,+3.92,+ 3、92ドN ニo-3o5, +13.26, - 264。 5. b = 93 mm 2 kN 5KN h=240 40 KN. m 3m to 3m

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

(2, Ferthe beam shown,
a. draw SFD and BMD, b. prove that for the isosceles:, Tmax. =
C. if dan = 120MP9, and Tay = 70MPa, find the required base (b).
el. draw the shear 6tess dist, at section of mak. -ve. sheay force.
An& Ro = 19.42 KN, Rp=-8.92KN
1 V=C, - io·5,+3.92,+ 3、92ドN
رشدث تاء و امين(
3V
49
---
2 kN
5 KN
h=240
- 1305, +13.26, -26.74, o
B
S. b =9 3 mm -
40 KN. m 3m
3m
3m

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