Architectural Drafting and Design (MindTap Course List)
7th Edition
ISBN: 9781285165738
Author: Alan Jefferis, David A. Madsen, David P. Madsen
Publisher: Cengage Learning
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Chapter 30, Problem 30.7Q
To determine
The size of floor joist required to support the kitchen area of
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Three boards, each 2 in. thick, are nailed together to form a beam that is subjected to a vertical shear. Knowing that the allowable shear-ing force in each nail is 150 lb, determine the allowable shear if the spacing s between the nails is 3 in.
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Architectural Drafting and Design (MindTap Course List)
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- What is the maximum span for a 24-inch deep conventional pan one-way joist floor? Answer from: 26ft, 30ft, 36ft, 40ftarrow_forwardHow do you show that the truss below is a planar truss? Please give a good analysis. And show all nesscary workingsarrow_forwardThree boards, each 2 in. thick, are nailed together to form a beam that is subjected to a shear. If the allowable shearing force in each nail is 150 lbs., determine the allowable shear force if the spacing s between the nails is 3 in. 2 in. 4 in. 2 in. 2 in. 6 in.arrow_forward
- how to calculate the force in the wingate lab? please provide examples.arrow_forwardThree boards, each 2 in. thick, are nailed together to form a beam that is subjected to a vertical shear. Knowing that the allowable shearing force in each nail is 250 lb, determine the allowable shear if the spacing s between the nails is 3 in. find V= 2 in. 5 in. 2 in. lb 6 in. 2 in.arrow_forwardThree boards, each 2 in. thick, are nailed together to form a beam that is subjected to a shear.If the allowable shearing force in each nail is “198” lbs., a. Determine the Ix of the beam. b. Determine the allowable shear force if the spacing s between the nails is 3 in.arrow_forward
- ASSIGNMENT #6 CASE 2 Purlin Design The figure shown has trusses 5.5m apart with midpoint sag rods and Purlins spaced 2.5m on center. The roof truss is inclined 1 vertical to 2 horizontal. The weight of roofing materials is 0.8 kPa, wind load is 0.7 kPa perpendicular to the roof surface, minimum roof live load is 0.6 kPa. Design a channel section of steel Fy = 345 mPa, for the purlins. Use LRFD and ASD of NSCP 2015.arrow_forwardDo fast i will give likearrow_forward5.1Show complete solutions and appropriate free-body diagrams.|The accompanying figure shows part of a common type of roof truss, constructed mainly of timber and steel rods. Determine:a. The bearing stress between the brick wall column and the 8” x 10” timber if the load in the column is 18 kips.b. The length L required to keep the dashed portion of the 8” x 10” member from shearing off due to the horizontal thrust of 20 kips against the steel shoe. The allowable shear stress is 125 ksi.arrow_forward
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