Question

In: Civil Engineering

Please select the reinforcement spacing for the entire span of a simply supported beam on a...

Please select the reinforcement spacing for the entire span of a simply supported beam on a 22 ft span. Use the detailed method to calculate Vc. Do not use a shear envelope diagram use the regular shear force diagram. Use b = 16 in., d = 27 in., the main bending reinforcement consists of 4 #9 bars. The unfactored dead and live loads are 2.6 Kip/ft and 2.5 kip/ft, respectively, f’c = 4500 psi, and fy = 60,000 psi. Use #3 U stirrups. Also, locate in your beam the point beyond which no stirrups are required and find the distance from that point to the supports and to midspan. Use any allowable shear force reduction permitted by the ACI code. Provide a sketch of your final design.

Solutions

Expert Solution


Related Solutions

simply supported beam of length 8m carries UDL of 15N per meter for the entire span...
simply supported beam of length 8m carries UDL of 15N per meter for the entire span . also have point load of 4KN 1.5m from left support 7KN 2m from right support and 10 KN acting at the centre of beam . draw shear force snd bending moment diagram and calculate the maximum bending moment
This question is referring to a concrete beam with steel rebar reinforcement, For a simply supported...
This question is referring to a concrete beam with steel rebar reinforcement, For a simply supported beam with width 10 inches and depth 14 inches design the steel to resist a maximum moment of 50 kip feet. span=15 feet. Concrete 4 ksi. steel is 60 ksi.
A simply supported beam with a span of 26 FT is used to carry a service...
A simply supported beam with a span of 26 FT is used to carry a service dead load (including self-weight) of 1.65 KLF and a service live load of 3.3 KLF and is reinforced with 4-#9 bars. The beam has a width b of 14 IN, an effective depth of 24.5 IN., and a height of 27 IN. The material strengths are f’c = 4000 PSI and fy = 60 KSI. The immediate deflection due to live load is limited...
For analyzing a bridge, bending moment diagrams were plotted for a simply supported beam of span...
For analyzing a bridge, bending moment diagrams were plotted for a simply supported beam of span 5 m when subjected to a uniformly distributed load of magnitude ‘w’ kN/m over the entire span. It was noted that maximum bending moment is equal to 37.5 kNm. Suggest a value for ‘w’ based on the requirements. How it will change the reactions at the supports? What happens to the shear force and bending moment values at the supports and at the center?...
For analyzing a bridge, bending moment diagrams were plotted for a simply supported beam of span...
For analyzing a bridge, bending moment diagrams were plotted for a simply supported beam of span 5 m when subjected to a uniformly distributed load of magnitude ‘w’ kN/m over the entire span. It was noted that maximum bending moment is equal to 37.5 kNm. Suggest a value for ‘w’ based on the requirements. How it will change the reactions at the supports? What happens to the shear force and bending moment values at the supports and at the center?...
a)Use SBC 304 to design a simply supported rectangular RC beam with tension reinforcement only to...
a)Use SBC 304 to design a simply supported rectangular RC beam with tension reinforcement only to carry a service dead load of 18 kN/m (excluding beam’s self-weight) and service live load of 6 kN/m. The span of the beam is 7.5 m. Design data:Compressive strength of concrete, ?’?=25MPaYield strength of reinforcing steel, ??=420MPaConcrete cover 50mmSize of stirrups 10 mmSize of main reinforcement20mmMaximum size of aggregate 20 mm b)What is the maximum uniform live load (in kN/m) that the beam designed...
Use A992 and select a W shape for the following beam: - Simply supported with a...
Use A992 and select a W shape for the following beam: - Simply supported with a span length of 30 ft - Braced at the ends of the beam only - Uniform dead load of .75 kips - A 34 kip point load at midspan Use ASD
Q1/ A simply supported isolated (T) beam have span length of (6m) subject to the ultimate...
Q1/ A simply supported isolated (T) beam have span length of (6m) subject to the ultimate design moment (Mu=705 kN.m) (including the moment from the self weight of the beam). Beam dimensions are: d=500mm, hf=125mm, bw=250mm, and b=500mm. for , find the steel reinforcement at the center of the beam and find the total depth (h) of the beam. (Use 010mm for shear reinforcement and 036mm for longitudinal reinforcement
Q1: Analysis of forces and moments were done for a simply supported beam having span 10...
Q1: Analysis of forces and moments were done for a simply supported beam having span 10 m carrying a uniformly distributed load of ‘w’ kN/m over a length of 5 m from the left end support and point loads ‘2w’ kN, ‘3w’ kN and ‘1.5w’ kN at distances of 6 m, 7 m and 8 m respectively from the left end support. It was observed that the maximum bending moment acting on the beam is equal to 192 kNm. Suggest...
Q1: Analysis of forces and moments were done for a simply supported beam having span 10...
Q1: Analysis of forces and moments were done for a simply supported beam having span 10 m carrying a uniformly distributed load of ‘w’ kN/m over a length of 5 m from the left end support and point loads ‘2w’ kN, ‘3w’ kN and ‘1.5w’ kN at distances of 6 m, 7 m and 8 m respectively from the left end support. It was observed that the maximum bending moment acting on the beam is equal to 192 kNm. Suggest...
ADVERTISEMENT
ADVERTISEMENT
ADVERTISEMENT