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VECTOR STRUCTURAL ENGINEERS <br />PROJECT:Harmon St ADUs JOB NO.:A025.033 SUBJECT:STUDS & OTHER MEMBERS <br />DESIGN LOADS (psf)Dead Live Snow <br />Roof 19 20 0 <br />Floor 19 40 <br />Exterior Wall 18 <br />Interior Wall 9 <br />LOADING PARAMETERS Label:Typical Ext.K. Stud 6' openK. Stud 10' openK. Stud 14' open Typical Int. <br />Wind/Wall Tributary (ft)1.33 3.00 5.66 7.66 1.33 <br />Bending Axis Strong Strong Strong Strong Strong <br />Roof Tributary 1 (ft)24 28 <br />Roof Tributary 2 (ft)1.33 3 5.66 7.66 1.33 <br />Floor Tributary 1 (ft) <br />Floor Tributary 2 (ft)1.33 3 5.66 7.66 1.33 <br />Additional Dead Load (lbs) <br />Additional Floor Live Load (lbs) <br />Additional Roof Live Load (lbs) <br />Additional Snow Load (lbs) <br />Location for Wind Loading C&C Zone 5 C&C Zone 4 C&C Zone 4 C&C Zone 4 Interior <br />Mean Roof Height (ft)20 20 20 20 20 <br />Design Wind Speed (mph)95 95 95 95 95 <br />Exposure C C C C C <br />Axial Loads (lbs): <br />Dead 711 236 446 603 761 <br />Floor Live 0 0 0 0 0 <br />Roof Live 638 0 0 0 745 <br />Snow 0 0 0 0 0 <br />Bending Load (plf): <br />Wind 34.8 65.4 116.1 157.1 6.7 <br />MEMBER PROPERTIES <br />Strong-Axis Unbraced Length, l1 (ft)9 9 9 9 9 <br />Weak-Axis Unbraced Length, l2 (ft)1 1 1 1 1 <br />Compression Edge Unbraced Length, lu (ft)1 1 1 1 1 <br />Grade DFLSTUD DFLSTUD DFLSTUD DFLSTUD DFLSTUD <br />Size 2x4 2x4 2x4 2x4 2x4 <br />Quantity of Members 1 1 2 3 1 <br />SPECIAL CONDITIONS <br />Moisture Category Normal Normal Normal Normal Normal <br />Temperature Category ≤100°≤100°≤100°≤100°≤100° <br />Incising?No No No No No <br />Repetitive Member Category Rep. (Special)Rep. (Special)Rep. (Special)Rep. (Special)Rep. (Special) <br />Finish Type Brittle Brittle Brittle Brittle Plaster/Stucco <br />SECTION PROPERTIES <br />Width, b (in)1.5 1.5 1.5 1.5 1.5 <br />Depth, d (in)3.5 3.5 3.5 3.5 3.5 <br />Moment of Inertia, I (in4)5.359375 5.359375 5.359375 5.359375 5.359375 <br />Section Modulus, S (in3)3.0625 3.0625 3.0625 3.0625 3.0625 <br />DESIGN VALUES <br />Fbx (psi)675 675 675 675 675 <br />Fby (psi)675 675 675 675 675 <br />Fc (psi)825 825 825 825 825 <br />Exx (psi)1400000 1400000 1400000 1400000 1400000 <br />Eyy (psi)1400000 1400000 1400000 1400000 1400000 <br />Eminxx (psi)510000 510000 510000 510000 510000 <br />Eminyy (psi)510000 510000 510000 510000 510000 <br />RESULTS <br />D+L 36% 12% 11% 10% 38% <br />D+Lr 65% 11% 11% 10% 73% <br />D+S 35% 12% 11% 10% 37% <br />D+0.75L+0.75Lr 57% 11% 11% 10% 64% <br />D+0.75L+0.75S 35% 12% 11% 10% 37% <br />D+0.6W 79% 99% 87% 78% 36% <br />D+0.75L+0.42W+0.75Lr 99% 70% 62% 55% 62% <br />D+0.75L+0.42W+0.75S 58% 70% 62% 55% 36% <br />Deflection Limit (L/) 240 240 240 240 360 <br />Deflection (L/) 563 300 338 374 1238 <br />Column Slenderness, le/d 30.9 30.9 30.9 30.9 30.9 <br />Beam Slenderness, RB 6.2 6.2 6.2 6.2 6.2 <br />Unity Check 99% 99% 87% 78% 73% <br />Page 13AllX ENG <br />DESIGN & ENGINEERING