Question

W 18X60 steel beam has 10 ft simple span. The beam carries a uniform load of...

W 18X60 steel beam has 10 ft simple span. The beam carries a uniform load of 4 kips/ft including its weight. The allowable deflection is 1/360 of the span length. Determine whether the beam is satisfactory for deflection.

Science   Physics   
0 0
Add a commentTranscribed image text
Next >

Homework Answers

Answer #1

0 0
Know the answer?
Your Answer:

Post as a guest

Your Name:

What's your source?

Earn Coins

Coins can be redeemed for fabulous gifts.

Log In

Sign Up

Not the answer you're looking for?
Ask your own homework help question
Similar Questions
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 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 #1 DF-L (Douglas Fir-Larch) beam 10 foot in length has a uniform load...
A simply supported #1 DF-L (Douglas Fir-Larch) beam 10 foot in length has a uniform load of 100#/ft. The beam is 2 x 12 in the strong axis orientation, and is fully braced, the moisture content is less than 19% and the max deflection is L/360. (include the weight of the beam in your calculations) Find the Tabulated stresses. Find the Allowable stresses Find the actual stresses Is the member adequate.
W300x0.51 steel section is used in a 4m cantilever span. Compute the maximum deflection due to...
W300x0.51 steel section is used in a 4m cantilever span. Compute the maximum deflection due to concentrated load of 289 kN at the midspan. If the allowable deflection is 1/360 of the span check whether the beam meets the deflection requirements or not (15 points)
Problem 6 Design a 10-ft span steel wide-flange beam which that is required to support a...
Problem 6 Design a 10-ft span steel wide-flange beam which that is required to support a uniform service live load of 20 k/ft and a uniform service dead load of 17 k/ft. Assume the beam is 50-ksi. Does moment or shear govern?
Problem 3 A reinforced concrete beam is cantilevered over a span of 10 ft. The beam...
Problem 3 A reinforced concrete beam is cantilevered over a span of 10 ft. The beam width is 14”. The beam is supposed to carry a uniformly distributed service dead load of 1.2 k/ft and a uniformly distributed service live load of 0.5 k/ft over its entire span. The dead load includes an allowance for the beam weight. Assume 60- ksi steel and 4,000-psi concrete. 1.Use the design equations to determine the minimum required effective depth (d). 2.Select the tensile...
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.
Open-web steel joist are to be used for a roof with a live load of 100...
Open-web steel joist are to be used for a roof with a live load of 100 psf and a dead load of 35 psf (not including the joist weight) on a span of 26 ft. Joists are 2 ft on center, and deflection is limited to 1/360 of the span under live load only and to 1/240 of the span under total load. Please show work a)Select the lightest possible joist b)Select the shallowest depth possible joist
design a simply supported floor beam of A992 steel to carry a De0ad load of 0.5k/ft...
design a simply supported floor beam of A992 steel to carry a De0ad load of 0.5k/ft and a Live load of 1.5k/ft over a span 24 ft. The beam has Full lateral bracing provided. Show All steps.
ADVERTISEMENT
Need Online Homework Help?

Get Answers For Free
Most questions answered within 1 hours.

Ask a Question
ADVERTISEMENT