Skip to main navigationSkip to main contentSkip to footer
Wiki Cram
  • Home
  • Blog
Wiki Cram

Category: Uncategorized (page 42,768)

A simply-supported beam has a 1 kip/ft uniformly-distributed…

Posted on: January 9, 2025 Last updated on: September 12, 2025 Written by: Anonymous
A simply-supported beam has a 1 kip/ft uniformly-distributed load over the entire 10-ft span. What is the magnitude of the maximum shear force in the beam?
Continue reading “A simply-supported beam has a 1 kip/ft uniformly-distributed…”…

Concrete cover helps to protect reinforcement against corros…

Posted on: January 9, 2025 Last updated on: February 3, 2025 Written by: Anonymous
Concrete cover helps to protect reinforcement against corrosion.
Continue reading “Concrete cover helps to protect reinforcement against corros…”…

The largest moments in a continuous beam or a frame occur wh…

Posted on: January 9, 2025 Last updated on: September 12, 2025 Written by: Anonymous
The largest moments in a continuous beam or a frame occur when some spans are loaded with live load and others are not. Influence lines are often used to determine which span should and should not be loaded.
Continue reading “The largest moments in a continuous beam or a frame occur wh…”…

A concrete floor system with a ratio of the longer to the sh…

Posted on: January 9, 2025 Last updated on: September 12, 2025 Written by: Anonymous
A concrete floor system with a ratio of the longer to the shorter span length that is less than 2 is usually considered a two-way system.
Continue reading “A concrete floor system with a ratio of the longer to the sh…”…

A 121-mm-long beam supports a load of P = 30 N at midspan. T…

Posted on: January 9, 2025 Last updated on: February 3, 2025 Written by: Anonymous
A 121-mm-long beam supports a load of P = 30 N at midspan. The cross section is rectangular with width b = 30 mm and height h = 55 mm. Determine the magnitude of the horizontal shear stress at the centroid of the cross section.
Continue reading “A 121-mm-long beam supports a load of P = 30 N at midspan. T…”…

Assuming Vs does not exceed 4sqrt(f’c)bwd, the maximum spaci…

Posted on: January 9, 2025 Last updated on: September 12, 2025 Written by: Anonymous
Assuming Vs does not exceed 4sqrt(f’c)bwd, the maximum spacing for vertical stirrups in the following beam is _____. Let d = 57 in., w = 47.5 in., and t = 6 in. There are five No. 8 longitudinal tension bars and No. 4 stirrups at 12 in. o.c.
Continue reading “Assuming Vs does not exceed 4sqrt(f’c)bwd, the maximum spaci…”…

Assuming Vs exceeds 4sqrt(f’c)bwd, the maximum spacing for v…

Posted on: January 9, 2025 Last updated on: February 3, 2025 Written by: Anonymous
Assuming Vs exceeds 4sqrt(f’c)bwd, the maximum spacing for vertical stirrups in the following beam is _____. Let b1 = 37 in., b2 = 12 in., d1 = 6 in., and d2 = 33 in. There are three No. 8 longitudinal tension bars and No. 4 stirrups at 10 in. o.c.
Continue reading “Assuming Vs exceeds 4sqrt(f’c)bwd, the maximum spacing for v…”…

If φVc = 66 kip and Vu = 26 kip, are stirrups required?

Posted on: January 9, 2025 Last updated on: September 12, 2025 Written by: Anonymous
If φVc = 66 kip and Vu = 26 kip, are stirrups required?
Continue reading “If φVc = 66 kip and Vu = 26 kip, are stirrups required?”…

A 115-mm-long beam supports a load of P = 30 N at midspan. T…

Posted on: January 9, 2025 Last updated on: February 3, 2025 Written by: Anonymous
A 115-mm-long beam supports a load of P = 30 N at midspan. The cross section is rectangular with width b = 26 mm and height h = 55 mm. Determine the magnitude of the horizontal shear stress at the centroid of the cross section.
Continue reading “A 115-mm-long beam supports a load of P = 30 N at midspan. T…”…

If φVc = 58 kip and Vu = 21 kip, are stirrups required?

Posted on: January 9, 2025 Last updated on: September 12, 2025 Written by: Anonymous
If φVc = 58 kip and Vu = 21 kip, are stirrups required?
Continue reading “If φVc = 58 kip and Vu = 21 kip, are stirrups required?”…
« Previous page 1 … 42,766 42,767 42,768 42,769 42,770 … 80,353 Next page »
Powered by Studyeffect
  • Privacy Policy
  • Terms of Service
Copyright © 2025 WIKI CRAM — Powered by NanoSpace