Question

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)

Homework Answers

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 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
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
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 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.
A three-span continuous beam supports 6-inch thick one-way slabs that span 20 ft center-to-center of beams....
A three-span continuous beam supports 6-inch thick one-way slabs that span 20 ft center-to-center of beams. The beams have clear spans, face-to-face of 16-in.-square columns, of 27, 30, and 27 ft. The floor supports ceiling, ductwork, and lighting fixtures weighing a total of 8 psf, ceramic floor tile weighing 16 psf, partitions equivalent to a uniform dead load of 20 psf, and a live load of 100 psf. Design the beam, using f’c = 4500 psi and fy = 60...
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.
A rectangular beam having b=300 mm and d=575 mm, spans 5.5 m face to face of...
A rectangular beam having b=300 mm and d=575 mm, spans 5.5 m face to face of simple supports. It is reinforced for flexure with 4φ32 bars that continue uninterrupted to the ends of the span. It is to carry a service dead load wD=30 kN/m (including self-weight) and a service live load =45 kN/m both uniformly distributed along the span. Design the shear reinforcement using φ10 vertical U stirrups. Use the equation (a) for Vc. Material strengths are fc’=22 and...
a rectangular beam having dimensions: b=300mm and d=550mm, spans 6m face to face of simple supports....
a rectangular beam having dimensions: b=300mm and d=550mm, spans 6m face to face of simple supports. it is reinforced for flexure with 3D36mm bars that continue uninterrupted to the ends of the soan. it is to carry a service dead load of 23.8 KN/m (including self-weight) and a service lice load equal to 47.6 KN/m, both uniformly distributed along the span. use fc’=27.6 Mpa and fy=414.7 Mpa. Normal weight concrete will be used and diameter of stirrup are 10mm. 1.using...
Delta airlines case study Global strategy. Describe the current global strategy and provide evidence about how...
Delta airlines case study Global strategy. Describe the current global strategy and provide evidence about how the firms resources incompetencies support the given pressures regarding costs and local responsiveness. Describe entry modes have they usually used, and whether they are appropriate for the given strategy. Any key issues in their global strategy? casestudy: Atlanta, June 17, 2014. Sea of Delta employees and their families swarmed between food trucks, amusement park booths, and entertainment venues that were scattered throughout what would...