Building lateral loads

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over 8 years ago

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Problem 1. The wood commercial building shown in Figure P1-a carries a service dead load of 26 psf (includes the weight of the wall for lateral load calculations). The wind pressure is 32 psf applied in a distance 2a = 8 ft and 24 psf in the rest of the wall. The relevant seismic parameters are: I = 1.0, S1 = 0.469g, SM1 = 0.722g and SMS = 1.904g. Use wood structural panel sheathing (structural I grade) for the shear walls. The framing will be Southern Pine. Assume the weight of the partitions as 15 psf and use only ¾ of all available dead loads to resist uplift. a) Design the roof diaphragm and complete the information in Figure P1-a which shows a cut at the roof line and Figure P1-b (chord splice). Provide all the necessary calculations to verify the adequacy of the connections for lateral loads. b) Design the interior shear wall B (wall panel sheathing thickness, nailing, sill bolting, regular studs and boundary studs, and hold down force. Complete the information in Figure P1-c. c) For the north wall, calculate the strut forces. Show location and magnitude of maximum drag force. Is the drag force smaller or larger than the chord force?

Civil Engineering

Structural Engineering

Project ID: 9120562

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@hasance06

Hi,I am a professional civil engineer and very good in this work.I can do this work perfectly in time.Thanks.

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@AAC25

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@abdurrahmanasim

By Profession i am a Civil Engineer and i am currently working at the University of Engineering and Tech as a Lecturer. I deal with these type of problems on a daily basis. i you award the project to me i am sure you will not regret it as client satisfaction is my number 1 priority.

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@StructEngin33r

I have a master degree in structural engineering and over 7 years experience with large engineering firms. I am currently on leave and do not have any other work so can dedicate my time to this task

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@yprkgroup

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