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1 <br /> j <br /> •TERAL ENGINEERING; i �/� <br /> PROJECT TITLE: DARIOTIS DEVELOPMENTS TRAILER j PROJECT #1: ; DATE: 1/2:/2018 USER'S INITIALS <br /> B 1 9.5 8 92 63 0 0' <br /> B 2 9 6 92 63 A 336 239 678 0.14 <br /> MAIN FLOOR Story Shear Wall Connectors Running N-S <br /> Uplift Connector <br /> 'Ilrid Wall Connector Force Connector Max Uplift Anch r <br /> Line # Type (lb) Name (lb) Bolt <br /> 1 1 SW Below 0 MSTC28 1540 N/A <br /> 2 1 SW Below 0 MSTC28 1540 N/A <br /> MAIN FLOOR Story Shear Wall Edge Members Runni (g N-S <br /> Wind Edge Seis Edge Seismic Wind Seismic Seismic Wall Max Wind Max Seis Max Wind Max Seis <br /> Grid Wall Member Member Uplift (lb) Crushing Crushin. Crushing (lb) Edge Edge Member Edge Member Edge Member Edge Men <br /> Line # Uplift (lb) Uplift (lb) (Beam/Hdr) (lb) (lb) (Beam/Hdr) Member Uplift (lb) Uplift (1b) crushing (lb) Crushinc <br /> 1 1972 0 - 1365 1415 - 2-2x4 STAN 5460 i 5460 4759 4759 <br /> 2 1 1972 0 - 1365 1415 - 2-2x4 STAN 5460 5460 4759 4759 <br /> MAIN FLOOR Story Shear Wall Connectors Running E-W <br /> Uplift Connector <br /> Grid Wall Connector Force Connector Max Uplift Anch.r <br /> Line # Type (lb) Name (lb) Bolt <br /> A 1 SW Below 712 MSTC28 1540 N/A <br /> N/A <br /> A 2 SW Below 650 MSTC28 1540 N/A • <br /> 632 N/A <br /> B 1 SW Below 857 MSTC28 1540 N/A <br /> 971 N/A <br /> SW Below 697 MSTC28 1540 N/A <br /> MAIN FLOOR Story Shear Wall Edge Members Runni g E-W <br /> Wind Edge Seis Edge Seismic Wind Seismic Seismic Wall Max Wind Max Seis Max Wind Max Sei: <br /> Grid Wall Member Member Uplift (lb) Crushing Crushin. Crushing (lb) Edge Edge Memb r Edge Member Edge Member Edge Mer <br /> Line # Uplift (lb) Uplift (lb) (Beam/Hdr) (lb) (lb) (Beam/Hdr) Member Uplift (1 ) Uplift (1b) Crushing (lb) Crushinc <br /> A 1 712 0 - 593 460 - 2-2x4 STAN 5460 5460 4759 4759 <br /> A 2 650 121 - 593 465 - 2-2x4 STAN 5460 5460 4759 4759 <br /> Q7 754 - 794 584 - 2-2x4 STAN 5460 5460 4759 4759 <br /> cy"i 172 - 611 475 - 2-2x4 STAN 5460 5460 6091 6091 <br /> UNDER FLOOR Story Seismic Dead Loads <br /> Diaphragm Tributary Exterior Wall Interior all Total <br /> Area Unit DL Wt Ht Ln Unit DL W Wt Below Wt Above Added AddedDia Wt <br /> Dia (sq ft) (psf) (lbs) (ft) (ft) (psf) ( bs) (lbs) (lbs) DL DL Area (lbs) <br /> Ml 672 15 10080 5 0 8 0 864 864 0 0 11808 <br /> Total - - 10080 - - - 0 864 864 - - <br /> Story Wt 10944 ) <br /> UNDER FLOOR Story Seismic Forces <br /> Seismic Weight (w) 10.94 kips <br /> Height (h) 2.50 ft <br /> Vert. Distribution (Cv) 0.18 <br /> Story Shear (V) 0.57 kips <br /> Design Story Shear (0.7pV) 0.52 kips <br /> Area 672.00 sq t <br /> UNDER FLOOR Story Diaphragms <br /> Running N-S Running E-W Running N-S Running E-W <br /> East West Width North South Width Area Applied Wind .plied Seis. ind / Seis Applied Wi d Applied Seis. Wind / Seis <br /> Dia Grid Grid (ft) Grid Grid (ft) (sqft) Shear (plf) .hear (plf) eoverning Shear (plf Shear (plf) Governing <br /> Ml 2 1 56 A B 12 672 0 'eismic 0 1 43 Seismic <br /> • <br /> UNDER FLOOR Story Lateral Forces Running N-S: ributary ethod <br /> Tributary Tributary Ad.ed Wind Seismic wind Load CaSeismic Wind Load Case <br /> Grid Width Force Fo ce Force Force (1, ) GridlGridline (2, 4) Gridline <br /> Line Allocation (ft) (lb) (1•) Above lb) Above (lb) Force (lb) Force (ib) Force (lb) <br /> 1 50%(1-2) (M1)=50%(56 ft.) 28 252 0 1064 1148 1064 1400 0 <br /> 2 50%(1-2) (M1)=50%(56 ft.) 28 252 0 • 1064 • 1148 , 1064 1400 0 <br /> UNDER FLOOR Story Lateral Forces Running E-W: ributary Method <br /> Tributary Tributary Ad.ed Wind Seismic Wind Load CaSeismic Wind Load Case <br /> Grid Width Force Force Force Force (1, 13) GridlGridline (2, 4) Gridline <br /> Line Allocation (ft) (lb) (1.) Above ib) Above (lb) Forc (ib) Force (lb) Force (lb) <br /> • <br /> • <br /> • <br /> • <br /> • <br /> • <br />