Compute the ultimate moment capacity of the beam shown in Figure 2.8.Assume fy=345 MPa and f. = 21 MPa.3-22 mm375 mm375450 mmCLUE COMPRESSION BLOCK WILL BE IN THE FORM OF A TRIANGULAR PRISMTHEREFORE THE FORMULA C = 0.85fc a b (which is derived from a rectangular prismwill change)

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Compute the ultimate moment capacity of the beam shown in Figure 2.8. Assumef, 345 MPa and f, -21 MPa. 3-22 mm 375 mm SLE 450 mm CLUE: COMPRESSION BLOCK WILL BE IN THE FORM OF A TRIANGULAR PRISM THEREFORE THE FORMULA C = 0.85fc a b (which is derived from a rectangular prism will change)

Compute the ultimate moment capacity of the beam shown in Figure 2.8. Assumef, 345 MPa and f, -21 MPa. 3-22 mm 375 mm SLE 450 mm CLUE: COMPRESSION BLOCK WILL BE IN THE FORM OF A TRIANGULAR PRISM THEREFORE THE FORMULA C = 0.85fc a b (which is derived from a rectangular prism will change)

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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