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Pro Design AMS PROV EVF.RE.TT 12-1-22 <br /> BUILDING IDENTIFICATION:PROVIDENCE EVERETT-MAIN WAREHOUSE <br /> VERTICAL LOADS FLOOR LOADS <br /> ROOF LOADS Floor finish 2.00 <br /> ROOFING 3.00 FLOOR 0.00 <br /> ROOF SHEATH 2.00 MECH/ELECT 3.00 <br /> FRAMING WT SF,PLF 1.50 2.00 3.00 PARTITION 20.00 <br /> SUBTOTAL ROOF DL 6.50 CEILING-(1)5/8 gwb 0.00 <br /> CORRECTED DL,PITC 6.85 4.00 1.05 FRAMING 0.00 CONC WEIGHTS FOR LATERAL <br /> CEILING LOAD 5.75 INSUL 0.00 FLOOR 63.00 <br /> ?AL ROOF DEAD LOAD 12.60 PSF TOTAL FLOOR DEAD LOAD 25.00 PSF <br /> OTAL ROOF LIVE LOAD 30.00 0.030 TOTAL FLOOR LIVE LOAD 100.00 <br /> TOTAL ROOF LOAD 42.60 0.043 TOTAL FLOOR LOAD 125.00 WIDTH CORRECTED BY LOAD FACTOR RATIO <br /> SNOW SET AT 20 ON 8:12 LOADS DO NOT INCL CONC WT 2.00 1.60 1.00 1.25 <br /> 1/2" EXT OTHER LATERAL <br /> DUR FAC 1.00 <br /> RED LL 39.00 SEISMIC/WIND FLOOR LL 100.00 CONC LOADS BEAM& POINT LARGER <br /> Typ DL 0.00 ADTL ADTL Typ DL 25.00 SLAB SLAB BEAM BEAM CONC WALL LOAD POINT DIST MAX MAX MAX <br /> TRIB RED LL UNIF UNIF LL .L WIDTI TRIB RED LL UNIF UNIF THICK WIDTH DEPTH WIDTH LOAD LOAD LIVE DEAD END CL PT <br /> BEAM DESCRIPTION 1 SPAN WIDTH AREA:ACTOF LIVE DEAD WIDTH PSF WIDTH AREA Factor LIVE DEAD in It in in PLF PLF LBS LBS a b RXN MOM MOM <br /> PROV EV TILT PANEL 27.00 0 1.00 0 0 0.00 35.24 1.25 0 1.00 44 0 0 27.00 0 0 0 <br /> LOAD FACTORS DL 1.20 <br /> LL 1.60 SERVICE LOAD @DIST d <br /> UNIFORM TOTALS UNIFORM END RXNS SHEAR/RXN Pu Pu MOMENT Mu <br /> LIVE DEAD TOTAL END RXN LG SMALL UNILD UL+PT UNILD UL+PT UNIF TOTAL COMB ULtPT <br /> LOAD LOAD LOAD LIVE DEAD LIVE DEAD LIVE DEAD RXN RXN RXN RXN MOMEN1 @ PT MOM @ PT MAX LOAD RXN <br /> BEAM DESCRIPTION PLF PLF PLF LB LB LB LB LB LB LB LB LB LB CNTR LOAD CNTR LOAD MOM FACTOR LB <br /> PROV EV TILT PANEL 44 0 44 595 0 595 0 595 0 595 595 934 934 4,014 0 4,014 0 4,014 1.57 6,304 <br /> CONCRETE MEMBER STRENGTH 1'(c) 4.00 <br /> TensioMin Gross HARSH SERVICE FACT FACT SHEAR SHEAR <br /> top flg Percent Reinf ied in Mn 1.00 PHI PHI REINF REINF FACTORE FACT REQ <br /> h clr din bin Grade As As' a Reinf if%below r Phi Mn Phi Mn'k Mu bw Vc Vc As s PHI Vs PHI Vs PHI Vn Vu <br /> PROV EV TILT PANEL 7.25 3.88 3.00 24.00 60 0.62 0.46 0.86% 0.33% 1.00 93 7.73 7.73 6.30 OK 12.00 1.94 1.94 0.00 6.00 0.00 0.00 1.94 0.93 OK <br /> 1110 <br /> I2/4/2122 , I Page 1\ <br /> 1 ' LA <br />