Answered: Roller l Roller a al compute reactions…

Roller l Roller a al compute reactions @ A, B, C, D b) Draw shear and cl compute deflection @ A, B, C, D dl draw deflection diagram A moment diagrams

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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An overhanging beam is carrying the following loads: Pi = 10 kips • • w = 6 k/ft • M = 25 K.ft The beam has a rectangular cross-section with the following dimensions: b = 5" • • • h = 10 in. d = 5ft, e = 3ft, f = 7ft P₁ A W Tc B D M • What are the reactions at supports B and D? • Sketch the shear force and bending moment diagrams. ● Locate all points of zero shear. • Determine the maximum positive and negative (if possible) shear force and bending moment values. • Calculate the moment of inertia of the section. ● Solve for the maximum positive and negative (if possible) flexural and shearing stresses.
O (6) Facebook e.com/courses/7419/assignments/132721 Maps 国Reading WRITE YOUR NAME AND YOUR ID NUMBER. PLACE YOUR SIGNATURE AT THE LOWER RIGHT CORNER OF YOUR ANSWER SHEET DRAW THE FIGURE. PROVIDE COMPLETE SOLUTION. NOT FOLLOWING INSTRUCTION WILL GET ZERO. Determine the reaction at supports and compute the force in members: df, ca, cd, and cf (You may use any method.) Tabulate your final answers: MEMBER// FORCE, KN// COMPRESSION OR TESNSION 5m 130° 40KN 5m 5m 6m Show all 99+
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2 ● Find all reactions (Moment & forces) at A and B through method of consistent deformations Note: you must replace fixed support with MUST pin connection a Draw moment diagram
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Consider the truss structure and the loading given below. a) Compute the average axial stress on member AB, b) compute the average shear stress at the pin of connection A. d- 20 mm 600 mm 50 mm -S00 mm 60 kN 25 mm | I 20 mm 30 mm I20 mm 25 mm TOP VIEW OF MEMBER AB d = 30 mm
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What is the reaction at support A ?
A beam shown below has a T-shaped cross section. Determine the location of maximum compressive stress from left support of the beam. I = 87-49 in 4 400 16/ft 16001b 160016 I↓↓↓I LOFT #. £7 32000 lbft 2.914 in 5.886 in B -NA 34/00/6 4FT 10° 100016 -240016 1000lb dc -4000 16 ff V M