Question

A cantilever bean is 12 feet long and has a uniformly distributed dead load of 600...

A cantilever bean is 12 feet long and has a uniformly distributed dead load of 600 lbs/ft and a uniformly distributed live load of 1000 lbs/ft. Design the beam for flexure assuming it is continuously braces by a floor/deck system. Use 36 ksi steel.

Homework Answers

Answer #1

I preferred handwritten note for this answer since there are some formulas to be used. Hope that it is clear and it really helped you. Thank You.

In case of any doubt, you can freely ask it in the comment section.

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
design for flexure a beam 12 ft in length,ot a992 steel, with a uniformly distributed live...
design for flexure a beam 12 ft in length,ot a992 steel, with a uniformly distributed live load of 1 kip/ft, and a concentrated dead load of 8.4 kips a distance of 5 ft from one end
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 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.
2. Design a reinforced concrete beam of 20 feet span carrying a uniformly distributed load of...
2. Design a reinforced concrete beam of 20 feet span carrying a uniformly distributed load of 1200 lbs/ft. Use Fc = 3,000 psi and steel stress of 20,000 psi and assume appropriate modulus of elasticity and other required material properties.
Compute the collapse load of a 8 ft propped cantilever beam with uniformly distributed load through...
Compute the collapse load of a 8 ft propped cantilever beam with uniformly distributed load through the length of the beam, if the plastic moment capacity is 60 k-ft. A) 45.25 kft B) 87.42 k/ft C) 10.92 k/ft D) 77.42 k/ft plzz give the detaild solution with detailed calculation
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 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.