timber 1) The composite section shown, is subjected to a sagging bending moment of 100 kv.m, Determine the maximum tensile and compressive stress in each material. Es/Et = 20 Ans: (Ieq-) tim = 1.665.2*10 mm ¹. B+) Hm = S.SIMPa, (BC) tiz... = 7.7MPn, (ot)st. = 134.1 MPa, (c)st. = 165.96 MPa. kel 10 | 130 1101 ----الدكتور علي كريم رزاق الاسترن ¹⁰ 220 mm 20

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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S.
The composite section Shown, is subjected to a sagging.
bending moment of 100 kv.m. Determine the maximum
tensite and compressive stress in each material.
timber
Es / Et
= 20
Ans: (Ieq-) tim = 1.665.2 x 10 mm ¹.
ttm = 5.51 MPa, (c) tir.. = 7.7MP~, (ot)st. = 134.1 MPa, (c)st. = 165.96 MPa. kel
[10/130 1101
----الدكتور
على تكريم رزاق الاسطرة
[10
220
15
[20
Transcribed Image Text:S. The composite section Shown, is subjected to a sagging. bending moment of 100 kv.m. Determine the maximum tensite and compressive stress in each material. timber Es / Et = 20 Ans: (Ieq-) tim = 1.665.2 x 10 mm ¹. ttm = 5.51 MPa, (c) tir.. = 7.7MP~, (ot)st. = 134.1 MPa, (c)st. = 165.96 MPa. kel [10/130 1101 ----الدكتور على تكريم رزاق الاسطرة [10 220 15 [20
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