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.
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.
Architectural Drafting and Design (MindTap Course List)
7th Edition
ISBN:9781285165738
Author:Alan Jefferis, David A. Madsen, David P. Madsen
Publisher:Alan Jefferis, David A. Madsen, David P. Madsen
Chapter42: Common Commercial Construction Materials
Section: Chapter Questions
Problem 42.26Q
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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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