Two small channel sections of DF and EH have been welded to the uniform beamAB with the total weight equal to 3000N(ignore weight of the channels). Thisbeam is lifted by two cables attached as shown. We measured the angle =60°.Draw the Shear and Moment diagram of the beam. Write down the max V and M.Attention: Here we do not have a pin or a roller. Hint: Use cut method and loaddensity.P-3000Sm= 600 N/mDF-1.5 m-1500 0$Gm12.11HH-1m-1.5 m15010.5 mB12.99.031500tembo<-tam 60x1500X=2598.0

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Two small channel sections of DF and EH have been welded to the uniform beam AB with the total weight equal to 3000N(ignore weight of the channels). This beam is lifted by two cables attached as shown. We measured the angle 0=60º. Draw the Shear and Moment diagram of the beam. Write down the max V and M. Attention: Here we do not have a pin or a roller. Hint: Use cut method and load density. P 3000 A D 0 C G 0 E F 1.5 m-1 m1m-1.5 m- H 150 150 tembo x=tame B 0.5 m

Two small channel sections of DF and EH have been welded to the uniform beam AB with the total weight equal to 3000N(ignore weight of the channels). This beam is lifted by two cables attached as shown. We measured the angle 0=60º. Draw the Shear and Moment diagram of the beam. Write down the max V and M. Attention: Here we do not have a pin or a roller. Hint: Use cut method and load density. P 3000 A D 0 C G 0 E F 1.5 m-1 m1m-1.5 m- H 150 150 tembo x=tame B 0.5 m

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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