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oblem 1 peam is supported as shown below: A B D E Hinge Hinge 5m 5m 6 m 3 m 3 m e beam is to carry the following loads, in (kN) and in (kN/m), in the low: LOAD W(DL) W(LL) P(LL) SET 1 (1,2,3,4,5) 20 25 40 ing influence line diagrams, determine the following: Maximum moment reaction at F, MF in kN-m. (

oblem 1 peam is supported as shown below: A B D E Hinge Hinge 5m 5m 6 m 3 m 3 m e beam is to carry the following loads, in (kN) and in (kN/m), in the low: LOAD W(DL) W(LL) P(LL) SET 1 (1,2,3,4,5) 20 25 40 ing influence line diagrams, determine the following: Maximum moment reaction at F, MF in kN-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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Problem 1 A beam is supported as shown below: A B D F Hinge Hinge 5 m 5 m 6 m 3 m 3 m The beam is to carry the following loads, in (kN) and in (kN/m), in the table below: LOAD W(DL) W(LL) P(LL) SET 1 (1,2,3,4,5) 20 25 40 Using influence line diagrams, determine the following: 4. Maximum moment reaction at F, MF in kN-m. (
Transcribed Image Text:Problem 1 A beam is supported as shown below: A B D F Hinge Hinge 5 m 5 m 6 m 3 m 3 m The beam is to carry the following loads, in (kN) and in (kN/m), in the table below: LOAD W(DL) W(LL) P(LL) SET 1 (1,2,3,4,5) 20 25 40 Using influence line diagrams, determine the following: 4. Maximum moment reaction at F, MF in kN-m. (
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