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project by CASA <br /> location date 5/23/2025 <br /> client job no. 22-115 <br />(Based on USGS and ASCE 7 Standard)Wind - ASCE 7 Sec 29.5.1 <br />Sds=1.061 g Fh = qh*GCr*Af <br />Sd1=0.576 g kz = 0 <br />V = 95 MPH <br />Unit Series: qh = 0.00 psf <br />Unit height=84 inch GCr = 1.9 <br />Unit width=27.5 inch Af = 13.2 sf <br />Unit length=22.7 inch Fh = 0 lbs <br />Unit dead load(Wp)=3276 lbs less than Fp*Omega <br />Unit live load=0 lbs (INDOORS) <br />SEISMIC - ASCE 7 Sec 13.3.1 <br />( ASCE EQ. 13.3-1) <br />Rp=2.5 ( ASCE table 13.6-1) <br />ap=1 ( ASCE table 13.6-1) <br />Ip=1.0 ( ASCE sec 13.1.3) <br />Wp= 3276 lbs 1+2(z/h) = 3 <br />Fp= 1668 lbs omega = 2 <br />Fp-max = 1.6*Sds*I*Wp 5561 lbs Fp * omega need not be greater than Fp-max <br />Fp-omega 3337 <br />Load Combinations LRFD DL LL Eh or W Ev Sds Total Horiz Total Vert <br />LC1 (eq. 16-1) 1.4 0 0 0 1 0 4586 <br />LC2 (eq. 16-2) 1.2 1.6 0 0 1 0 3931 <br />LC3 (eq. 16-5) 1.2 0.5 1 695 1 3337 4626 <br />LC4 (eq. 16-7) 0.9 0 1 695 1 3337 3644 <br />LC5 (eq. 16-1) 1.4 0 0 0 -1 0 4586 <br />LC6 (eq. 16-2) 1.2 1.6 0 0 -1 0 3931 <br />LC7 (eq. 16-5) 1.2 0.5 1 -695 -1 3337 3236 <br />LC8 (eq. 16-7) 0.9 0 1 -695 -1 3337 2253 <br />note: Ev=0.2*Sds*D <br />CLU3236/CLL03236 <br />2333 NORTH BROADWAY <br />SMARTLINK <br />Mechanical Unit Anchorage <br />NEQ.20326 48V BATTERY RACK <br />𝐹𝑝 =.∗ ∗ ∗ <br />/(1+2*z/h) <br />AT&T <br />CLU3236/CLL03236 <br />Page 5 of 19