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Author Archives: Anonymous

A two-story building has the following characteristics. Dete…

A two-story building has the following characteristics. Determine the seismic design category using ASCE 7-10.Risk Category ISite Class ASS = 1.25, S1 = 0.75

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A two-story building has the following characteristics. Dete…

A two-story building has the following characteristics. Determine the design earthquake spectral response acceleration parameter at short period, SD1, using ASCE 7-10.Risk Category IIISite Class ESS = 1.25, S1 = 0.75

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What is the section modulus, Sxx, about the X-X axis for 4 x…

What is the section modulus, Sxx, about the X-X axis for 4 x 8 dimension lumber?

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What is the wet service factor, CM, for the compression stre…

What is the wet service factor, CM, for the compression strength parallel to grain of visually graded dimension lumber, except Southern Pine?

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Girders G1, G2 and G3 in the roof framing plan support loads…

Girders G1, G2 and G3 in the roof framing plan support loads from purlin P1. Use ASD to determine the maximum bending moment in girder G2. The roof dead load is D = 15 psf.    The reduced roof live load for this girder is Lr = 15 psf.

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Use the MWFRS Envelope Procedure in ASCE 7-10 Chapter 28, Pa…

Use the MWFRS Envelope Procedure in ASCE 7-10 Chapter 28, Part 1 to answer this question. Assume that the building meets the conditions described therein. You have been tasked with designing a partially-enclosed building. The mean roof height is 15 ft, and the roof angle is 30 degrees. The basic wind speed provided by the local building authority is 150 mph. Assume that exposure category C is applicable and that the building is not located on a hill or an escarpment. Determine the velocity pressure, qh.

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What is the section modulus, Sxx, about the X-X axis for 2 x…

What is the section modulus, Sxx, about the X-X axis for 2 x 8 dimension lumber?

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For sawn lumber, the time effect factor would be used to det…

For sawn lumber, the time effect factor would be used to determine which of the following adjusted design values? Select all that apply.

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What is the load duration factor, CD, for a load duration of…

What is the load duration factor, CD, for a load duration of one week?

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Use the MWFRS Envelope Procedure in ASCE 7-10 Chapter 28, Pa…

Use the MWFRS Envelope Procedure in ASCE 7-10 Chapter 28, Part 1 to answer this question. Assume that the building meets the conditions described therein. You have been tasked with designing an open building. The mean roof height is 15 ft, and the roof angle is 20 degrees. The basic wind speed provided by the local building authority is 130 mph. Assume that exposure category D is applicable and that the building is not located on a hill or an escarpment. Determine the velocity pressure exposure coefficient, Kh.

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