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

Structural Analysis
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Chapter2: Loads On Structures
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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
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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