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GIVEN B A The building shown below WALL A-1 OPEN 1-2 WALL 1-2 WALL 1-1 OPEN 1-1 14 WALL B-1 2 OPEN A-1 WALL A-2 OPEN A-2 WALL A-3 OPEN B-1 WALL B-2 LA WALL AND OPENING LENGTHS LWALL_A_1 = 20 LWALL_A_2=20 LWALL_A_3= == 20 LOPEN_A_1 = 20 LOPEN A 2 = 20 LWALL_B_1 = 40 LWALL_B_2 = 40 LOPEN_B_1 = 20 WALL 1-3 LWALL_1_1= LWALL_1_2 = 45 C 1 LWALL_1_3 == 10 LATERAL LOAD AT ROOF INDICATES ROOF FRAMING DIRECTION NOTE THAT WALLS ON LINES "A" & "C" ARE THE SAME WALLS ON LINES "1" & "2" ARE THE SAME L1_2LWALL_A_1+LWALL_A_2+LWALL_A_3+ LOPEN_A_1+ LOPEN_A_2 LA_C=LWALL_1_1+LWALL_1_2+ LWALL_1_3+ LOPEN_1_1+ LOPEN_1_2 LOPEN_1_110 LOPEN_1_2 = 20 L1_2 = 100 LA_C = 100 Walls are connected together at the top - all walls deflect equally Wall height = 15.0 feet H=15.0 building dimensions www Walls have the same construction 15/32" APA Rated Sheathing Exterior Blocked Nailed to studs with 10 d common at 6" #1 / #2 S-P-F studs (NLGA) at 16" spacing Lateral Load at roof = 800 plf (LRFD) WIND LRFD Design Roof diaphragm 15/32" APA Rated Sheathing Exterior Blocked W=800 FIND Nailed to LVLs with 10 d common at 6" at panel edges, 12" panel interior LVL G = 0.50< specific gravity of the LVL framing. Seismic Load = 800 plf (LRFD) LVL framing is 2" nominal thick LRFD Design 1) What is the capacity (plf LRFD) of the diaphragm 2) Is the diaphragm adepqate for the loads G= 0.50 W = 800

GIVEN B A The building shown below WALL A-1 OPEN 1-2 WALL 1-2 WALL 1-1 OPEN 1-1 14 WALL B-1 2 OPEN A-1 WALL A-2 OPEN A-2 WALL A-3 OPEN B-1 WALL B-2 LA WALL AND OPENING LENGTHS LWALL_A_1 = 20 LWALL_A_2=20 LWALL_A_3= == 20 LOPEN_A_1 = 20 LOPEN A 2 = 20 LWALL_B_1 = 40 LWALL_B_2 = 40 LOPEN_B_1 = 20 WALL 1-3 LWALL_1_1= LWALL_1_2 = 45 C 1 LWALL_1_3 == 10 LATERAL LOAD AT ROOF INDICATES ROOF FRAMING DIRECTION NOTE THAT WALLS ON LINES "A" & "C" ARE THE SAME WALLS ON LINES "1" & "2" ARE THE SAME L1_2LWALL_A_1+LWALL_A_2+LWALL_A_3+ LOPEN_A_1+ LOPEN_A_2 LA_C=LWALL_1_1+LWALL_1_2+ LWALL_1_3+ LOPEN_1_1+ LOPEN_1_2 LOPEN_1_110 LOPEN_1_2 = 20 L1_2 = 100 LA_C = 100 Walls are connected together at the top - all walls deflect equally Wall height = 15.0 feet H=15.0 building dimensions www Walls have the same construction 15/32" APA Rated Sheathing Exterior Blocked Nailed to studs with 10 d common at 6" #1 / #2 S-P-F studs (NLGA) at 16" spacing Lateral Load at roof = 800 plf (LRFD) WIND LRFD Design Roof diaphragm 15/32" APA Rated Sheathing Exterior Blocked W=800 FIND Nailed to LVLs with 10 d common at 6" at panel edges, 12" panel interior LVL G = 0.50< specific gravity of the LVL framing. Seismic Load = 800 plf (LRFD) LVL framing is 2" nominal thick LRFD Design 1) What is the capacity (plf LRFD) of the diaphragm 2) Is the diaphragm adepqate for the loads G= 0.50 W = 800

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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GIVEN B A The building shown below WALL A-1 OPEN 1-2 WALL 1-2 WALL 1-1 OPEN 1-1 14 WALL B-1 2 OPEN A-1 WALL A-2 OPEN A-2 WALL A-3 OPEN B-1 WALL B-2 LA WALL AND OPENING LENGTHS LWALL_A_1 = 20 LWALL_A_2=20 LWALL_A_3= == 20 LOPEN_A_1 = 20 LOPEN A 2 = 20 LWALL_B_1 = 40 LWALL_B_2 = 40 LOPEN_B_1 = 20 WALL 1-3 LWALL_1_1= LWALL_1_2 = 45 C 1 LWALL_1_3 == 10 LATERAL LOAD AT ROOF INDICATES ROOF FRAMING DIRECTION NOTE THAT WALLS ON LINES "A" & "C" ARE THE SAME WALLS ON LINES "1" & "2" ARE THE SAME L1_2LWALL_A_1+LWALL_A_2+LWALL_A_3+ LOPEN_A_1+ LOPEN_A_2 LA_C=LWALL_1_1+LWALL_1_2+ LWALL_1_3+ LOPEN_1_1+ LOPEN_1_2 LOPEN_1_110 LOPEN_1_2 = 20 L1_2 = 100 LA_C = 100 Walls are connected together at the top - all walls deflect equally Wall height = 15.0 feet H=15.0 building dimensions www Walls have the same construction 15/32" APA Rated Sheathing Exterior Blocked Nailed to studs with 10 d common at 6" #1 / #2 S-P-F studs (NLGA) at 16" spacing Lateral Load at roof = 800 plf (LRFD) WIND LRFD Design Roof diaphragm 15/32" APA Rated Sheathing Exterior Blocked W=800 FIND Nailed to LVLs with 10 d common at 6" at panel edges, 12" panel interior LVL G = 0.50< specific gravity of the LVL framing. Seismic Load = 800 plf (LRFD) LVL framing is 2" nominal thick LRFD Design 1) What is the capacity (plf LRFD) of the diaphragm 2) Is the diaphragm adepqate for the loads G= 0.50 W = 800
Transcribed Image Text:GIVEN B A The building shown below WALL A-1 OPEN 1-2 WALL 1-2 WALL 1-1 OPEN 1-1 14 WALL B-1 2 OPEN A-1 WALL A-2 OPEN A-2 WALL A-3 OPEN B-1 WALL B-2 LA WALL AND OPENING LENGTHS LWALL_A_1 = 20 LWALL_A_2=20 LWALL_A_3= == 20 LOPEN_A_1 = 20 LOPEN A 2 = 20 LWALL_B_1 = 40 LWALL_B_2 = 40 LOPEN_B_1 = 20 WALL 1-3 LWALL_1_1= LWALL_1_2 = 45 C 1 LWALL_1_3 == 10 LATERAL LOAD AT ROOF INDICATES ROOF FRAMING DIRECTION NOTE THAT WALLS ON LINES "A" & "C" ARE THE SAME WALLS ON LINES "1" & "2" ARE THE SAME L1_2LWALL_A_1+LWALL_A_2+LWALL_A_3+ LOPEN_A_1+ LOPEN_A_2 LA_C=LWALL_1_1+LWALL_1_2+ LWALL_1_3+ LOPEN_1_1+ LOPEN_1_2 LOPEN_1_110 LOPEN_1_2 = 20 L1_2 = 100 LA_C = 100 Walls are connected together at the top - all walls deflect equally Wall height = 15.0 feet H=15.0 building dimensions www Walls have the same construction 15/32" APA Rated Sheathing Exterior Blocked Nailed to studs with 10 d common at 6" #1 / #2 S-P-F studs (NLGA) at 16" spacing Lateral Load at roof = 800 plf (LRFD) WIND LRFD Design Roof diaphragm 15/32" APA Rated Sheathing Exterior Blocked W=800 FIND Nailed to LVLs with 10 d common at 6" at panel edges, 12" panel interior LVL G = 0.50< specific gravity of the LVL framing. Seismic Load = 800 plf (LRFD) LVL framing is 2" nominal thick LRFD Design 1) What is the capacity (plf LRFD) of the diaphragm 2) Is the diaphragm adepqate for the loads G= 0.50 W = 800
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