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THE SIMPLY SUPPORTED BEAM WHICH HAS LENGTH 6 M IS AS SHOWN AS IN FIGURE 1. IT IS LOADED WITH A TRIANGULAR DISTRIBUTED LOAD OF 18 KN/M FROM A TO B AND UNIFORMLY DISTRIBUTED LOAD 14 KN/M FROM B TO D, RESPECTIVELY. ALSO, THE MOMENT AT POINT A AND POINT LOAD OF 9.3 KN IS AT POINT E 18 KNim 9.3 KN 20 KNm 14 KNm 2m 2m Im Im Figure 1: Simply Supported Beam (A) PROVE THE BEAM IS STATICALLY DETERMINATE BEAM (B) CALCULATE THE SUPPORT REACTIONS. (C) SKETCH AND ANALYSIS THE SHEAR FORCE DIAGRAM. (D) SKETCH AND ANALYSIS THE BENDING MOMENT DIAGRAM.

THE SIMPLY SUPPORTED BEAM WHICH HAS LENGTH 6 M IS AS SHOWN AS IN FIGURE 1. IT IS LOADED WITH A TRIANGULAR DISTRIBUTED LOAD OF 18 KN/M FROM A TO B AND UNIFORMLY DISTRIBUTED LOAD 14 KN/M FROM B TO D, RESPECTIVELY. ALSO, THE MOMENT AT POINT A AND POINT LOAD OF 9.3 KN IS AT POINT E 18 KNim 9.3 KN 20 KNm 14 KNm 2m 2m Im Im Figure 1: Simply Supported Beam (A) PROVE THE BEAM IS STATICALLY DETERMINATE BEAM (B) CALCULATE THE SUPPORT REACTIONS. (C) SKETCH AND ANALYSIS THE SHEAR FORCE DIAGRAM. (D) SKETCH AND ANALYSIS THE BENDING MOMENT DIAGRAM.

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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THE SIMPLY SUPPORTED BEAM WHICH HAS LENGTH 6 M IS AS SHOWN AS IN FIGURE 1. IT IS LOADED WITH A TRIANGULAR DISTRIBUTED LOAD OF 18 KN/M FROM A TO B AND UNIFORMLY DISTRIBUTED LOAD 14 KN/M FROM B TO D, RESPECTIVELY. ALSO, THE MOMENT AT POINT A AND POINT LOAD OF 9.3 KN IS AT POINT E 18 ANim 9.3 KN 20 KNm 14 KNm 2m 2m Im Im Figure 1: Simply Supported Beam (A) PROVE THE BEAM IS STATICALLY DETERMINATE BEAM (B) CALCULATE THE SUPPORT REACTIONS. (C) SKETCH AND ANALYSIS THE SHEAR FORCE DIAGRAM. (D) SKETCH AND ANALYSIS THE BENDING MOMENT DIAGRAM.
Transcribed Image Text:THE SIMPLY SUPPORTED BEAM WHICH HAS LENGTH 6 M IS AS SHOWN AS IN FIGURE 1. IT IS LOADED WITH A TRIANGULAR DISTRIBUTED LOAD OF 18 KN/M FROM A TO B AND UNIFORMLY DISTRIBUTED LOAD 14 KN/M FROM B TO D, RESPECTIVELY. ALSO, THE MOMENT AT POINT A AND POINT LOAD OF 9.3 KN IS AT POINT E 18 ANim 9.3 KN 20 KNm 14 KNm 2m 2m Im Im Figure 1: Simply Supported Beam (A) PROVE THE BEAM IS STATICALLY DETERMINATE BEAM (B) CALCULATE THE SUPPORT REACTIONS. (C) SKETCH AND ANALYSIS THE SHEAR FORCE DIAGRAM. (D) SKETCH AND ANALYSIS THE BENDING MOMENT DIAGRAM.
18 kN/m 9.3 kN 14 kN/m 20 kNm D E C 2 m A 2 m 1 m 1 m B.
Transcribed Image Text:18 kN/m 9.3 kN 14 kN/m 20 kNm D E C 2 m A 2 m 1 m 1 m B.
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