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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
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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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 =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 load density. P- 3000 Sm = 600 N/m D F -1.5 m- 150 0 0 $ G m 12.11 H H -1m-1.5 m 150 10.5 m B 12.99.03 1500 tembo <-tam 60x1500 X=2598.0
Transcribed Image Text: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 =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 load density. P- 3000 Sm = 600 N/m D F -1.5 m- 150 0 0 $ G m 12.11 H H -1m-1.5 m 150 10.5 m B 12.99.03 1500 tembo <-tam 60x1500 X=2598.0
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