Q2:For the reinforced concrete section shown in Fig.(2) , determine the immediate deflection due to total load. Assume : E. = 210 Gpa , fc = 30 MPa , and Fy = 400 MPa %3D 125 ; 125 : 125 100 mm WD1= 10 kN/m (including weight of the beam) WLL= 15 kN/m 7 m 400 mm Fig. (2) S0 16 60 mm 80 mm
Q2:For the reinforced concrete section shown in Fig.(2) , determine the immediate deflection due to total load. Assume : E. = 210 Gpa , fc = 30 MPa , and Fy = 400 MPa %3D 125 ; 125 : 125 100 mm WD1= 10 kN/m (including weight of the beam) WLL= 15 kN/m 7 m 400 mm Fig. (2) S0 16 60 mm 80 mm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![Q2;For the reinforced concrete section shown in Fig.(2) , determine the
immediate deflection due to total load.
Assume : E = 210 Gpa , fc = 30 MPa , and Fy = 400 MPa
%3D
: 125
125 125
100 mm
WDI= 10 kN/m (including weight of the beam)
WLL= 15 kN/m
7 m
400 mm
Fig. (2)
80 16
60 mm
80 mm
إضافة ملف](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fc360977a-55b2-4903-a8bb-3c95d9d9d513%2F4bf0eee4-8889-4062-b712-4da9f156c7e0%2F6sqe75k_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Q2;For the reinforced concrete section shown in Fig.(2) , determine the
immediate deflection due to total load.
Assume : E = 210 Gpa , fc = 30 MPa , and Fy = 400 MPa
%3D
: 125
125 125
100 mm
WDI= 10 kN/m (including weight of the beam)
WLL= 15 kN/m
7 m
400 mm
Fig. (2)
80 16
60 mm
80 mm
إضافة ملف
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