A rectangular timber beam, 320 mm deep by 140 mm wide, is located asshown below:1402 KN1kNK3 kN/mΤ ĮBĮ Į! ĮC Į ĮDA1 m1 m1 mka.Calculate the support reactions.?b. Draw the shear force and the bending moment diagrams.Find the maximum shear force acting on the beam.c.d.Calculate the bending stress in a layer 80 mm below the topsurface of the beam at section B.Find the maximum bending stress.e.320

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A rectangular timber beam, 320 mm deep by 140 mm wide, is located as shown below: 140 2 kN 1 KN ↓↓ 3 kN/m D A TBT 320 1 m 1 m 1 m a. Calculate the support reactions. ? b. Draw the shear force and the bending moment diagrams. C. Find the maximum shear force acting on the beam. d. Calculate the bending stress in a layer 80 mm below the top surface of the beam at section B. e. Find the maximum bending stress.

A rectangular timber beam, 320 mm deep by 140 mm wide, is located as shown below: 140 2 kN 1 KN ↓↓ 3 kN/m D A TBT 320 1 m 1 m 1 m a. Calculate the support reactions. ? b. Draw the shear force and the bending moment diagrams. C. Find the maximum shear force acting on the beam. d. Calculate the bending stress in a layer 80 mm below the top surface of the beam at section B. e. Find the maximum bending stress.

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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