Construction Materials, Methods and Techniques (MindTap Course List)
Construction Materials, Methods and Techniques (MindTap Course List)
4th Edition
ISBN: 9781305086272
Author: William P. Spence, Eva Kultermann
Publisher: Cengage Learning
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Question
Diaphragm panels must have the which type glue Exterior 2. 4 POINTS Interior Glue Rubber Cement (Circle one) How many 10 d common nails are required to splice a diaphragm chord made of 2x6 #1 DOUGLAS FIR SOUTH graded by WWPA for a chord force of 1500 lbs. ASD Use the tables in the NDS Nails are required 3. 4 POINTS How many 1/2" sill plate anchor bolts to resist a shear of 3200 lbs. ASD The sill plate is a 2 x 6 #2 Southern Pine pressure treated. Bolts are required 4. 4 POINTS What is the adjustment factor for a holdown located on the inside face of the shear wall end studs. The panels are nailed with 8 d common nails. Adjustment Factor = Use the tables in the NDS Note the value of Cp for wind or seismic This is under the shear wall table in the SDPWS 5. 10 points GIVEN Shear wall: 15/32 APA rated sheathing Exterior OSB Blocked Studs are 2x6 #1/#2 graded by NLGA spaced 16" apart Panel is nailed with 8 d nails 6" spacing at panel edges 12" spacing at panel interior Diaphragm chords are (2) 2x6 #1/#2 graded by NLGA Wall is 19 feet high := Vu = 415 plf LRFD Wind hwall = 19.0 FIND The deflection from the panel shear This is a seismic load. You need to calculate only the panel shear equation in the 4 pard deflection formula. When you use the tabled for Gvt, note the panel thickness and the fact that this is an OSB panel.
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Transcribed Image Text:Diaphragm panels must have the which type glue Exterior 2. 4 POINTS Interior Glue Rubber Cement (Circle one) How many 10 d common nails are required to splice a diaphragm chord made of 2x6 #1 DOUGLAS FIR SOUTH graded by WWPA for a chord force of 1500 lbs. ASD Use the tables in the NDS Nails are required 3. 4 POINTS How many 1/2" sill plate anchor bolts to resist a shear of 3200 lbs. ASD The sill plate is a 2 x 6 #2 Southern Pine pressure treated. Bolts are required 4. 4 POINTS What is the adjustment factor for a holdown located on the inside face of the shear wall end studs. The panels are nailed with 8 d common nails. Adjustment Factor = Use the tables in the NDS Note the value of Cp for wind or seismic This is under the shear wall table in the SDPWS 5. 10 points GIVEN Shear wall: 15/32 APA rated sheathing Exterior OSB Blocked Studs are 2x6 #1/#2 graded by NLGA spaced 16" apart Panel is nailed with 8 d nails 6" spacing at panel edges 12" spacing at panel interior Diaphragm chords are (2) 2x6 #1/#2 graded by NLGA Wall is 19 feet high := Vu = 415 plf LRFD Wind hwall = 19.0 FIND The deflection from the panel shear This is a seismic load. You need to calculate only the panel shear equation in the 4 pard deflection formula. When you use the tabled for Gvt, note the panel thickness and the fact that this is an OSB panel.
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