Question

In: Statistics and Probability

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

Solutions

Expert Solution

orchestra answered 1 year ago
Next > < Previous

Related Solutions

simply supported T-beam of 6 m clear span carries an ultimate load of 38 kN/m. The...
simply supported T-beam of 6 m clear span carries an ultimate load of 38 kN/m. The beam section dimensions, support particulars and tension reinforcement are shown in Figure Q1. Design the shear reinforcement for the beam. Data Given: The characteristic strength of the concrete is             25 N/mm2. The characteristic strength of steel reinforcement is         460N/mm2. The characteristic strength of shear reinforcement is         250N/mm2. Nominal maximum aggregate size (hagg) is             20...
A 6-m span simply supported beam carries a uniformly distributed ultimate load of 70 kN/m. The...
A 6-m span simply supported beam carries a uniformly distributed ultimate load of 70 kN/m. The dimensions of the beam section are b = 300 mm, d = 700 mm. The beam is reinforced with bars of 25-mm diameter in one row. f’c = 25 MPa, and Fy = 420 MPa. Use # 10 U-shaped stirrups. Neglect the column width. The stirrup spacings (s) is equal to: a. 450 mm                    b. 350 mm c. 400 mm                    d. 500 mm                   
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...
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
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...
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...
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?...
Consider a simply supported beam of length L. The beam experiences a parabolically varying distributed load...
Consider a simply supported beam of length L. The beam experiences a parabolically varying distributed load that varies from 0 at the left support, to a maximum w at midspan, and back to 0 at the right support. The beam has stiffness properties EI. Give a mathematical equation that gives the value of the distributed load intensity at any distance z along the beam in terms of w, L and z. Draw the SFD and BMD of the beam, giving...
ADVERTISEMENT
Subjects
ADVERTISEMENT
Latest Questions
ADVERTISEMENT