Determine the maximum allowable span of nominal 2x4 wall forms studs carrying a design load...

Determine the maximum allowable span of nominal 2x4 wall forms studs carrying a design load of 1000 psf. Stud spacing is 16” on center. Use the allowable stresses for Douglas Fir from Table 13-8 and 7 day load duration. Assume that studs are continuous over 3 or more spans. Limit deflection to l/360 of span length. Based on the maximum allowable span, check for crushing of studs on double 2x4 wales. Conditions are dry.

Solutions

Expert Solution

Hope this helps

Please feel free to comment on any further queries

All the best :)

Ally Wells answered 1 year ago

Next > < Previous

Related Solutions

Determine the maximum allowable spacing of joist used with nominal 1-inch lumber decking if the design...

Determine the maximum allowable spacing of joist used with nominal 1-inch lumber decking if the design load is 200 psf. Assume the decking is continuous over 3 or more spans and is hemlock-fir. Limit deflection to I/360. Assume 1x12 Do not apply 7 day load duration factor or reduction factor for wet conditions.

Determine the maximum live load that a column W14x193 could support if the dead load is...

Determine the maximum live load that a column W14x193 could support if the dead load is ten times the live load. Use A-36 with K=1 and L=22 ft.

What is the maximum tension (kN) on a cable carrying 2.5 kN/m uniform load if the...

What is the maximum tension (kN) on a cable carrying 2.5 kN/m uniform load if the lowest point of the cable is 40m and 3m away from the one of the support along the horizontal and vertical direction respectively? Round off to 3 decimal places.

Design a baseplate for a W24 x 192 column carrying an axial load of Pu =...

Design a baseplate for a W24 x 192 column carrying an axial load of Pu = 2000k and bearing on a 8′ x 8′ concrete footing with f′c = 3ksi (not in mm show work steps by step )

Determine the ultimate load carrying capacity of a group pile in the following scenarios: a) Piles...

Determine the ultimate load carrying capacity of a group pile in the following scenarios: a) Piles are 20 m long, 3 by 3 in plan, square in cross section and to be driven into a granular soil b) Piles are 20 m long, 3 by 3 in plan, square in cross section and to be driven into saturated clay soil c) Provide a reflective comment on your results

Design a RC wall of 4.6m height to support a factored load of 650 KN/m and...

Design a RC wall of 4.6m height to support a factored load of 650 KN/m and factored moment of 30 KNm at right angles to the length of wall. The distance between cross wall is 4m. Sketch the reinforcement details.

Determine the allowable axial compressive load for a 25-foot long A992 W8X40 structural steel column using...

Determine the allowable axial compressive load for a 25-foot long A992 W8X40 structural steel column using the AISC procedure as indicated in your textbook. The bottom of the column is fixed, an the top is pinned. Use the material properties and dimensions as indicated in the appendices of your textbook. 250.3k 131.4k 215.8k 283.4k

1) Design forms for 13’-8” high wall to be concreted at the rate of 5 ft...

1) Design forms for 13’-8” high wall to be concreted at the rate of 5 ft per hour, internally vibrated. Assume the mix is made with Type I cement, with no pozzolans or admixtures, and that the temperature of concrete at placing is 75°F. The unit weight of concrete is 150 pcf with a slump of 3.75 inches. The forms will be used only once, so short-term loading stresses will apply. Use form grade plywood sheathing 7/8 in. thick in...

The beam is constructed from three boards. (Figure 1) The allowable shear stress for the wood is τallow=335 psi. Each nail can resist a shear force of 395 lb. Part A Determine the maximum loads P tha...

The beam is constructed from three boards. (Figure 1) The allowable shear stress for the wood is τallow=335 psi. Each nail can resist a shear force of 395 lb.Part ADetermine the maximum loads P that it can support.Express your answer to three significant figures and include appropriate units.Part BWhat is the maximum allowable spacing s of the nails used to hold the top flange to the web? (Consider only regions AC and BD.)Express your answer to three significant figures and...

Subjects