Q.1: A simply supported timber beam 20cm wide by 30cm deep carries a uniformly distributedload over a span of 4m. If the permissible stresses are 30MPa in bending and 3MPa in shearcalculate the maximum load per meter run which can be safely carried.Q.2: Write the shear and moment equations for the beam shown below .Also drow the shearforce and bending moment diagrams .Clearly mark the position of the maximum bendingmoment and determine its.WoBACL/2 - L/2Q.3: A cantilever beam, 30 mm wide by 100 mm high and 3 m long, carries a load that variesuniformly from zero at the free end to 750 N/m at the wall. Compute the magnitude andlocation of the maximum flexural and shear stresses.750 N/m3 mQ.4: Write the shear and moment equations for the beam shown below Also drow the shearforce and bending moment diagrams .Clearly mark the position of the maximum bendingmoment and determine its.5kN2m2.5kN/mB1m3mRBRD

As per guidelines we need to answer only 1st question

Q.1: A simply supported timber beam 20cm wide by 30cm deep carries a uniformly distributed load over a span of 4m. If the permissible stresses are 30MPa in bending and 3MPA in shear calculate the maximum load per meter run which can be safely carried. Q.2: Write the shear and moment equations for the beam shown below .Also drow the shear force and bending moment diagrams .Clearly mark the position of the maximum bending

Q.1: A simply supported timber beam 20cm wide by 30cm deep carries a uniformly distributed load over a span of 4m. If the permissible stresses are 30MPa in bending and 3MPA in shear calculate the maximum load per meter run which can be safely carried. Q.2: Write the shear and moment equations for the beam shown below .Also drow the shear force and bending moment diagrams .Clearly mark the position of the maximum bending

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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