Question 6Horizontal force P = 600 N magnitude applied to end D of lever ABD. Find(a) normal and shearing stresses on element at H having sides parallel to xand y axes(b) principal planes and principal stresses at H.P= 600 NВT= 270 N.m.450 mm250 mmD30 mmM, = 150 N.m100 mmFind equivalent force-couple system at= 56.6 MPacenter of transverse section passingthrough H.P = 600 NT = (600 NX0.45 m)= 270 NmM, = (600 N)0.25 m)=150 Nm50.9 MPaTryFind normal and shearing stresses at H.(150 Nm X0.015 m)+z (0.015m)"(270 Nm)X0.015 m)}7(0.015 m)"Mc6, =+Te=+o, = +56.6 MPaT, = +50.9 MPa

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prizontal force P = 600 N magnitude applied to end D of lever ABD. Find ) normal and shearing stresses on element at H having sides parallel to x and y axes O Rrincipal planes and principal stresses at H. P= 600 N T- 270 N.m. 450 mm 250 mm 30 mm M, - 150 N.m 100 mm Find equivalent force-couple system at center of transverse section passing 56.6 MPa through H. P= 600 N T = (600 NX0.45 m)= 270 Nm M, = (600 N)X0.25 m)=150 Nm 50.9 MPa Find normal and shearing stresses at H. (150 NmX0.015m) 7(0.015m) (270 NmX0.015m) (0.015 m)" Me Te o, =0 o, = +56.6 MPa r, =+50.9 MPa

prizontal force P = 600 N magnitude applied to end D of lever ABD. Find ) normal and shearing stresses on element at H having sides parallel to x and y axes O Rrincipal planes and principal stresses at H. P= 600 N T- 270 N.m. 450 mm 250 mm 30 mm M, - 150 N.m 100 mm Find equivalent force-couple system at center of transverse section passing 56.6 MPa through H. P= 600 N T = (600 NX0.45 m)= 270 Nm M, = (600 N)X0.25 m)=150 Nm 50.9 MPa Find normal and shearing stresses at H. (150 NmX0.015m) 7(0.015m) (270 NmX0.015m) (0.015 m)" Me Te o, =0 o, = +56.6 MPa r, =+50.9 MPa

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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