Laserfiche WebLink
LEVIN GARAGE July 24, 2023I SDA Job# 9843 6 <br /> EV(Roof)= CHORD DESIGN: <br /> Sub-diaphragm length= 26.0 ft Total-diaphragm length= 26.0 ft Design Load(critical case)= 40 PLF <br /> Sub-diaphragm width= 24.0 ft <br /> T <br /> M _ 'EV(unit shear)x(diaphragm length) 41 PLF x 26 ft. <br /> _ B $ _ $ =132 lbs 'SEE DIAPHRAGM <br /> DESIGN FOR EV(unit <br /> Top Plate Size_ 2x6 shear) <br /> Species/Grade: HF#2�� <br /> Area=1 8.25 in-2 Ft = 525 psi <br /> Load duration(CD)=1 1.60 Tallowabie = Area x CD x Ft = 6,930 lbs <br /> Since T allowable is greater than T applied,OK. <br /> SHEAR CAPACITY OF 10d COMMON NAIL = 102 Ibs 102 x Cd x p= 163 lbs 2018 NDS <br /> #OF NAILS PER 4FT.SPLICE= 132 lbs =1 NAILS USE:2x6 HF#2 TOP PLATE w!(8)10d <br /> 163 lbs COMMON NAILS PER SPLECE� <br /> XV(2nd Floor)_ <br /> Sub-diaphragm length= 26.0 ft Total-diaphragm length=26.0 ft Design Load(critical case)= 40 PLF <br /> Sub-diaphragm width= 24.0 ft <br /> T 'EV(unit shear)x(diaphragm length) a1 PLF x 26 ft. <br /> ~� $ _ $ =131 lbs 'SEE DIAPHRAGM <br /> DESIGN FOR EV(unit <br /> To Plate Size: 2x6 shear) <br /> Top Species/Grade: HF#2 <br /> Area= 8.25 inA2 Ft = 525 psi <br /> Load duration(CD)= 1.60 Tallowabie = Area x CD x Ft = 6,930 lbs <br /> Since T allowable is greater than T applied,OK. <br /> SHEAR CAPACITY OF I Od COMMON NAIL = 102 Ibs 102 x Cd x p= 163 lbs 2018 NDS <br /> #OF NAILS PER 4FT.SPLICE= 131 lbs =1 NAILS :2x6 iF#2 TOP PLA E w (8)10d <br /> 163 lbs COMMON NAILS PER SPLICE <br /> ..._..... -- —� <br />