Why is the force Fd pointing downwards?By force equilibrium, shouldnt it be3 + Fd = 9Fd = 6kN, thus pointing upwards? 8.44 The steel pipe AB has a 72-mm outer diameter and a 5-mm wall thickness.Knowing that the arm CDE is rigidly attached to the pipe, determine the principalstresses, principal planes, and the maximum shearing stress at point H.Use stress transformation eqns.Fo9- 3 = 6 kN b%3D%3DTo= (12 x10)(120 »10)%3D3 kN%3D1440N.mD| 9 kN120 mm150 mm120 mm1440 N-m '6 kN 900 N.At the section contain ing point H,P=0, V= 6 kN,(6x103)(150x10')ET = 1440 N.m%3D900 Nomdo = 72 mm C, d. - 36 mn C; = Co-t = 31 mmT7 (C*- C;* ) I - (c.*-c:") J = 2IFor hadf-pipe,At point HQ = (c.³ - c.' )%3DVQItTC= O55.0 MPa55.0 MPaエ

yes, you are right by equalibrium condition 3+Fd=9 we calculate reactions using the equailibrium…

Answered: Why is the force Fd pointing downwards?…

Why is the force Fd pointing downwards? By force equilibrium, shouldnt it be 3 + Fd = 9 Fd = 6kN, thus pointing upwards?

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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