Question

design a 12" wide beam with a simple span of 28′ to carry PD = 2000lb...

design a 12" wide beam with a simple span of 28′ to carry PD = 2000lb & PL = 2000lb at the center of the span f’c = 4,000lb/in2 fy = 60,000lb/in2
factor loads
estimate height
depth=h-2.75"

Estimate reinforcement – As = Mu/4dest

Check minimum reinforcing requirements
Asmin = (200/fy)bh
Asmin = 3(√f’c/fy)bh

Select Reinforcing Bars

Engineering   Civil-Engineering   
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
design a 12" wide beam with a simple span of 28′ to carry PD = 2000lb...
design a 12" wide beam with a simple span of 28′ to carry PD = 2000lb & PL = 2000lb at the center of the span factor loads 1.2D+1.6L Calculate Mu = PuL/4 f’c = 4,000lb/in2 fy = 60,000lb/in2 estimate height depth = h - 2.75 Estimate reinforcement – As = Mu/4dest Check minimum reinforcing requirements Asmin = (200/fy)bh Asmin = 3(√f’c/fy)bh Select reinforcing bars
Design for flexure: a simple span beam 26’ long to carry PD = 1000# and PL...
Design for flexure: a simple span beam 26’ long to carry PD = 1000# and PL = 2000# at the center of the span. f’c = 4,000psi fy = 60,000psi (show all work)
Design for flexure a simple span beam 26’ long to carry PD = 1000# and PL...
Design for flexure a simple span beam 26’ long to carry PD = 1000# and PL = 2000# at the center of the span. f’c = 4,000psi and fy = 60,000psi. show all work, not in milimeters
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...
Design a simple-span one-way slab to carry a uniformly distributed live load of 450 psf. this...
Design a simple-span one-way slab to carry a uniformly distributed live load of 450 psf. this is the only load to be supported other than the self weight of the slab. the span is 7-ft, center-to-center of the supports. Assume f'c = 4000 psi, fy = 60000 psi. Design per foot of width.
ADVERTISEMENT
Need Online Homework Help?

Get Answers For Free
Most questions answered within 1 hours.

Ask a Question
ADVERTISEMENT