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SC-13 <br />SC-13 <br />Date: 12/1/22 <br />Designed By: SDT <br />Project: Coastal Community Bank NEW HVAC <br />Description: Sesimic Load of Non -Structural Component <br />Fh = gh(GCr)Af (ASCE 29.4-2) <br />qh = 0.00256KzKztKdV2 (ASCE 26.10 — 1) <br />Kz = <br />0.57 (Table 26.10-1) <br />Kzt = <br />1.0 <br />Kd = <br />0.85 (Table 26.6-1) <br />V = <br />110.0 mph <br />q h = <br />15.0 <br />GCr = <br />1.9 (Lateral) <br />GCr = <br />1.5 (Uplift) <br />Component Weight, Wp = <br />220 Ibs <br />Unit Dimensions: <br />Length, x = <br />41.31 in <br />Width, y = <br />14.19 in <br />Height, z = <br />52.69 in <br />Design Force, Fhx = <br />148 <br />Ibs <br />(LRFD) <br />Design Force, Fhy = <br />431 <br />Ibs <br />(LRFD) <br />Design Uplift Force, F„ = <br />92 <br />Ibs <br />(LRFD) <br />Wind Overturning, FhxZ = <br />Resisting Moment, (0.9D - Fv)X = <br />Wind Overturning, Fh,Z = <br />Resisting Moment, (0.9D + F )Y = <br />Reactions on Beam <br />325 lb-ft <br />in the long direction (x-direction) <br />183 lb-ft <br />in the long direction (x-direction) <br />946 lb-ft <br />in the short direction (y-direction) <br />63 lb-ft <br />in the short direction (y-direction) <br />x-Direction y-Direction <br />Tension <br />Shear <br />411bs <br />741bs <br />7471bs <br />1 2161bs <br />1. The tension and shear loads are per side. <br />2. (-) indicates compression. <br />3. All reactions LRFD. <br />LBE3/8" ANCHORS ON4" SLAB W/ 2-1/2" EMBFE <br />