Question

In: Civil Engineering

A simply supported beam carries a UDL of 15kN/m run spread over its entire length of...

A simply supported beam carries a UDL of 15kN/m run spread over its entire length of 4m with 150 mm based and 185.66 mm deep. Calculate deflection at the free end in mm. Take E=2.1x10^5 N/mm2.

Solutions

Expert Solution

Deflection at the end of the beam (at both ends) = 0mm

Ally Wells answered 6 months ago
Next > < Previous

Related Solutions

A simply supported beam of 10m span carries a uniformly distributed load of 50kN/m spread over...
A simply supported beam of 10m span carries a uniformly distributed load of 50kN/m spread over 5m from the left support and a 5kN concentrated load on its center . Its base is 250mm while deep is 500mm. Calculate the maximum deflection in mm. E = 2.0x10^5 N/mm2. Use the area moment method
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
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...
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                   
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 simply supported beam 10m long carries a uniform load of 24 kN/m. Using E =...
A simply supported beam 10m long carries a uniform load of 24 kN/m. Using E = 200 GPa, I = 240x10^6 mm4 Using CBM (conjugate beam method): A. Determine the rotation (in degrees) of the beam at a point 4m from the left support. B. Determine the deflection at a point 4m from the left support.
A simply supported beam spans 35ft and carries a simply distrusted dead load of 0.2kip/ft including...
A simply supported beam spans 35ft and carries a simply distrusted dead load of 0.2kip/ft including the beam self-weight and live load of 0.8kip/ft. Determine the minimum required plastic section modulus and select the lightest-weight W-shape to carry the moment. Assume full lateral support and A992 steel. Design by (a) LRFD and (b) ASD
A beam 3m long is simply supported at its ends. The beam is loaded with a...
A beam 3m long is simply supported at its ends. The beam is loaded with a downward vertical load of 200N at a point 2m from the left support. USING AMM. a.) The maximum deflection is located at what distance from the left support? Answer: 1.63m b.) Calculate the maximum deflection assuming E = 50 GPa and I = 1x10^6 mm4 Answer 2.9mm
A beam 3m long is simply supported at its ends. The beam is loaded with a...
A beam 3m long is simply supported at its ends. The beam is loaded with a downward vertical load of 200N at a point 2m from the left support. Using DIM: a. The maximum deflection is located at what distance from the left support? b. Calculate the maximum deflection assuming E = 50 GPa and I = 1x10^6 mm4
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