I1 (continuation)Determine the actual tensile strain of steel in tension at normal condition.0.00330.0020750.01360.005(continuation)Determine the nominal moment capacity238.25 kN-m223.73 kN-m128.875 kN-m250.38 kN-m SITUATION.The section of the beam at support is as shown below, fc' =28 MPa, fy = 415 MPa. Effectivecover is 70 mm.= 800 mm-100 mm4- 28 mm o250 mm2- 28 mm o-250 mmDetermine the depth of compression block.220 mm113 mm85.89 mm101.052 mm

D = 250 + 100 = 350mm d = 350 - 70 = 280mm d' = 70 mm

SITUATION. The section of the beam at support is as shown below, fc' =28 MPa, fy = 415 MPa. Effective cover is 70 mm. by = 800 mm 100 mm 4- 28 mm o 250 mm 2- 28 mm o -250 mm Determine the depth of compression block. 220 mm 113 mm 85.89 mm 101.052 mm

SITUATION. The section of the beam at support is as shown below, fc' =28 MPa, fy = 415 MPa. Effective cover is 70 mm. by = 800 mm 100 mm 4- 28 mm o 250 mm 2- 28 mm o -250 mm Determine the depth of compression block. 220 mm 113 mm 85.89 mm 101.052 mm

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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Question

(continuation)
Determine the actual tensile strain of steel in tension at normal condition.
0.0033
0.002075
0.0136
0.005
(continuation)
Determine the nominal moment capacity
238.25 kN-m
223.73 kN-m
128.875 kN-m
250.38 kN-m

SITUATION.
The section of the beam at support is as shown below, fc' =28 MPa, fy = 415 MPa. Effective
cover is 70 mm.
= 800 mm-
100 mm
4- 28 mm o
250 mm
2- 28 mm o
-250 mm
Determine the depth of compression block.
220 mm
113 mm
85.89 mm
101.052 mm

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