- The Figure Below Shows A Section 220 X 550 Simply Supported Beam With A 7 5m Span Assuming The Dead Load Gk 10 Kn M An 1 (24.67 KiB) Viewed 35 times
- The Figure Below Shows A Section 220 X 550 Simply Supported Beam With A 7 5m Span Assuming The Dead Load Gk 10 Kn M An 2 (24.66 KiB) Viewed 35 times
dead load Gk =10 kN/m and live load Qk = 12 kN/m, determine:
1- Design reinforcement area to cater the applied load.
2-The cracking moment of the beam
3-Concrete strain at rebar level for the given service load
4-Concrete strain the beam soffit level for the given service load
5-At 250mm from beam soffit level
6- Draw the moment curvature diagram up to failure or yielding of the bar
Assume:
fck = 35 MPa, cover = 35mm, fyk = 460 MPa
Ec= 29 GPa , Es = 200 GPa
- The Figure Below Shows A Section 220 X 550 Simply Supported Beam With A 7 5m Span Assuming The Dead Load Gk 10 Kn M An 3 (24.66 KiB) Viewed 35 times
The figure below shows a section 220 x 550 simply supported beam with a 7.5m span. Assuming the dead load Gk =10 kN/m and live load Ok = 12 kN/m, determine: i) Design reinforcement area to cater the applied load. ii) The cracking moment of the beam Concrete strain at rebar level for the given service load iv) Concrete strain the beam soffit level for the given service load 550m V) At 250mm from beam soffit level vi) Draw the moment curvature diagram up to failure or yielding of the bar Assume : 220m fck = 35 MPa, cover = 35mm, fyk = 460 MPa Ec = 29 GPa , Es = 200 GPa