Question

A simply supported beam, 3m long, 50mm wide by 100mm deep, carries a uniformly distributed of...

A simply supported beam, 3m long, 50mm wide by 100mm deep, carries a uniformly distributed of 1200 N/m over its entire length. Determine the following:

1. Value of R1
2. Value of R2
3. Value of Max. V
4. Value of Max. M
5. Value of I
6. Maximum value of shearing stress τ
7. Maximum value of flexural σ

Homework Answers

Answer #1

1. As the beam is simply supported than it is symmetric so the reaction at both supports is same that is -

2.

3. Maximum shear force will occur at supports -

4. Maximum moment will occur at mid span of the beam -

5. 6.

Maximum shear stress for rectangular beam is -

7.

Maximum value of flexural stress -

Know the answer?
Your Answer:

Post as a guest

Your Name:

What's your source?

Earn Coins

Coins can be redeemed for fabulous gifts.

Not the answer you're looking for?
Ask your own homework help question
Similar Questions
A simply supported beam is 3 m long. It carries a uniformly distributed load of 6...
A simply supported beam is 3 m long. It carries a uniformly distributed load of 6 kN/m throughout its span and a concentrated load of 15 kN at a point 2 m from the left support. Assuming that the beam has a rectangular shape whose width and depth are 150 mm and 250 mm, respectively. Determine the maximum flexural stress in MPa developed in the beam.
overhanging beam is simply supported at san of 13m and carries of point load of 4000N...
overhanging beam is simply supported at san of 13m and carries of point load of 4000N 3m from right support the left overhangs is 3 m away from left support and has a point load of 5000N. the right overhang is of 4m carrying UDL of 200N per meter for entire rightover . draw shear force and bending moment diagram . calculate the maximum bending moment.
A simply supported beam spans 30 ft. and carries a uniformly distributed dead load of 3.5...
A simply supported beam spans 30 ft. and carries a uniformly distributed dead load of 3.5 kip/ft,excluding the beam self-weight. Also, in addition, a concentrated dead load of 15 kips and a concentrated live load of 25kips, both act at the center of a 30 ft span.Select the lightest-weight W-Shape to carry the load(A992 steel). Use LRFD method.
A simply supported beam spans 20 ft and carries a uniformly distributed dead load of 0.8...
A simply supported beam spans 20 ft and carries a uniformly distributed dead load of 0.8 kips/ft including the beam self-weight and a live load of 2.3 kips/ft. Determine the required plastic section modulus and select the lightest weight Wshape to carry the moment. Consider only the limit state of yielding (Zone 1) and use A992 steel. Design by (a) LRFD and (b) ASD.
A simply supported beam spans 20 ft. and carries a uniformly distributed load of 1 kip/ft,including...
A simply supported beam spans 20 ft. and carries a uniformly distributed load of 1 kip/ft,including the beam self-weight, and a live load of 2.5kip/ft. Determine the minimum required plastic section modulus and select the lightest-weight W-Shape to carry the moment (A992 Steel). Use LRFD method.
A 1200 mm deep by 750 mm wide post-tensioned simply supported beam is shown below. The...
A 1200 mm deep by 750 mm wide post-tensioned simply supported beam is shown below. The beam spans 12.0 m and is subject to a superimposed dead load of 50 kN/m and a live load of 35 kN/m. Both the superimposed dead load and live load are applied after transfer (after stressing has taken place). The tendon is located at the mid-height of the beam at each end, and its centreline sits 50 mm from the base at midspan. The...
A propped beam of 2m span carries a uniformly distributed load of 100kN/m spread over its...
A propped beam of 2m span carries a uniformly distributed load of 100kN/m spread over its entire length. Calculate the maximum deflection in mm. EI is constant. Use the area moment method.