Laserfiche WebLink
WEST 9540 Semiahmoo Parkway (425)347-8998 <br /> COAST <br /> STRUCTURAL _i-- I #137 wcse.net <br /> ENGINEERING,INC. Blame,WA 98230 <br /> 29'-0" <br /> i <br /> Existing 2 x 4 wall <br /> and foundation New 6"foundotion doweu into <br /> • <br /> existing foundation <br /> i :t, , <br /> V' <br /> Existing door <br /> D <br /> New 3-0 x 6-8 <br /> p Entry door M <br /> 0 g o \ <br /> Z7 a <br /> ,� o gO IMF2 x 6studs®16"0 <br /> o = <br /> o 0 3 Existing 'rage o iof <br /> o Match new slob <br /> N _ . I lin w/existing slob N <br /> r <br /> NO <br /> ® N r, C' , p <br /> a eN I <br /> F 0 •'doing 8 x 7 a New8x7 tD <br /> zst ' Lj Garage door a w Garage door <br /> i [n` a` <br /> 4 x 12 DF#2 New 4 x 12 DF#2 head- 4 x 12 DF#2 <br /> ®0' Sliding door a yo G 40 6G tia <br /> A, Gx Gy Gy GF <br /> cis r, S <br /> yrs SSA \54. S'�, ‘P,%, A <br /> 6'-6" 2�-1 3`4" 76, /e,8'-0" 3.'-6 14''',6, d' 8'-0" / s 's <br /> <6, 29'-0" 1'-4.. <br /> Beam: 4x12 HDR Uniform Loads Magnitude(plf) Point Loads Magnitude(k) <br /> Span: 8 ft start end (ft) start end (plf) distance(ft) <br /> 0 8 540 540 <br /> Member: 4x12 DF#2 <br /> E psi 1.60E+06 x = 4 (ft) <br /> I inA4 415 M @ x = 4.32 (k-ft) <br /> A inA2 39.4 V @ x = 0 (k) <br /> Results <br /> M allow= 6.09 (k-ft) 1500 Loading Diagram:4x12 HDR 1 <br /> M Max= 4.32 (k-ft) E 0.8 y <br /> R1 = 2.16 (k) - 1000 0.6Ts <br /> R2= 2.16 (k) 3 500 0.4 <br /> a. <br /> v max= 82 (psi) ' 0'2 <br /> Deflect. = 0.075 (in) o 0 _ _ _ _ _ _ _ o <br /> 0 1 2 3 4 5 6 7 8 <br /> = L <br /> 1278 <br /> Project: W4513 Sheet No: 2/5 10/8/2018 <br />