For the beam shown, 3V a. draw SFD and BMD, b. prove that for the isosceles, Tmax. = bh C. if Ball = 120MPa, and Tall = 70 MPa, find the required base (b).. d. draw the shear stress dist, at section of max. -ve. Shear force 5 KN b-H 2 KN Ang RB = 19.42 KW, RD=-8092KN 2₁V=C₁², -10.5, +8.92, + 8.92 KN m m D M0/1305, +13.26, -26.71,0 h=240 A A B mm 5. b =93mm 40KN.m 3m - 3m 3m رمت مشاري امين)

For the beam shown, 3V a. draw SFD and BMD, b. prove that for the isosceles, Tmax. = bh C. if Ball = 120MPa, and Tall = 70 MPa, find the required base (b).. d. draw the shear stress dist, at section of max. -ve. Shear force 5 KN b-H 2 KN Ang RB = 19.42 KW, RD=-8092KN 2₁V=C₁², -10.5, +8.92, + 8.92 KN m m D M0/1305, +13.26, -26.71,0 h=240 A A B mm 5. b =93mm 40KN.m 3m - 3m 3m رمت مشاري امين)

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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