i need the answer quickly (2 Forthe beam shown,,a. draw sFD and BMD, b. prove that for the isosceles:, Gmax. = Bhc. if danel. draw the shear stess dist. at sectionof max. -ve. Shea force.F R = 19.42 KN, Ro =-8.92KN1* V=C, - io.5,+8.92,+3、92ド~3V= 120MPa, and Tan = 70MPu, find the required base (b)-2 kN5KNÅ h=240S.b=93 mm11305, +13.26,-26.74,o40 KN. m 3mto3m3m

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رشت متار فيامین( (2 Forthe beam shown, a. draw sFD and BMD, b. prove that for the isosceles:, Tnax. = bh = 70 MPa, find the required base (b). C. if dan = 120MP9, and Tall el. draw the shear stress dist, at section of max. -ve. shear forre . Ans. Ra = 19.42 KN, Ro = -8.92 KN 1* V=で, - io·5,+3.92,+す92ド~ 30'01305, +13.26, -26.4,0 S. b=93mm 5KN 2 kN h=240 mm 3m 3m 40 KN.m 3m

رشت متار فيامین( (2 Forthe beam shown, a. draw sFD and BMD, b. prove that for the isosceles:, Tnax. = bh = 70 MPa, find the required base (b). C. if dan = 120MP9, and Tall el. draw the shear stress dist, at section of max. -ve. shear forre . Ans. Ra = 19.42 KN, Ro = -8.92 KN 1* V=で, - io·5,+3.92,+す92ド~ 30'01305, +13.26, -26.4,0 S. b=93mm 5KN 2 kN h=240 mm 3m 3m 40 KN.m 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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