SHOW CLEAR SOLUTIONS (STEP BY STEP). USE NSCP 2015. uaume a concrete cover of 40mm, 10mm stirrups and clear distance between layers of 25mm. For Problem 9 and 10, determine the concrete and steel stresses at the fixed Support C 9) 1.6P Wo = 28 kN/m Section at C Wu = 11 kN/m Po = 112 kN Pu = 52 kN 3.3m 1.5m 3.9m 8- 36mmo 4.6m fa 25 MPa Grade 40 rebars d'= 75mm A d= 585 mm 4-36mmo b- 300mm
SHOW CLEAR SOLUTIONS (STEP BY STEP). USE NSCP 2015. uaume a concrete cover of 40mm, 10mm stirrups and clear distance between layers of 25mm. For Problem 9 and 10, determine the concrete and steel stresses at the fixed Support C 9) 1.6P Wo = 28 kN/m Section at C Wu = 11 kN/m Po = 112 kN Pu = 52 kN 3.3m 1.5m 3.9m 8- 36mmo 4.6m fa 25 MPa Grade 40 rebars d'= 75mm A d= 585 mm 4-36mmo b- 300mm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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SOLVE STEP BY STEP AND "CLEAR SOLUTION. KINDLY APPLY NSCP 2015 PROPERLY.
Transcribed Image Text:SHOW CLEAR SOLUTIONS (STEP BY STEP). USE NSCP 2015.
Lugume a concrete cover of 40mm, 10mm stirrups and clear distance between layers of
25mm.
For Problem 9 and 10, determine the concrete and steel stresses at the fixed Support C
9)
1.6P
Wo
28 kN/m
Section at C
Wu= 11 kN/m
Po = 112 kN
8-36mmo
3.3m
1.5m
3.9m
Pu = 52 kN
4.6m
(» 25 MPa
d'= 75mm
Grade 40 rebars
d= 585 mm
4- 36mmộ
b- 300mm
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