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<br /> <br />DESIGN REPORT <br /> <br />Date: 12/1/2023 <br />REV: A <br />page 59 of 160 <br />JOB# 186565 <br /> <br /> <br /> <br /> <br /> <br /> 1.03 1.03 1.03 1.03 1.0000 1.0000 1.0000 <br /> <br />*( 6)STEEL YIELDS: <br />* Web Flg C_Sec W_Sec R_Sec P_Sec T_Sec U_Sec EP BP <br /> 50.0 55.0 55.0 55.0 50.0 35.0 46.0 50.0 55.0 55.0 <br /> <br />*( 7)DEFLECTION LIMITS: <br />* ------Vertical----- -------Horizontal------- -Weak_Axis- <br />* Live Wind Total Total Seis Crane Floor Wind Seis <br /> 180.0 0.0 180.0 60.0 65.0 100.0 0.0 60.0 65.0 <br /> <br />*( 8)REPORTS: <br />* Input Design End Base Revise Action Sec Flange Segment Unbrc Floor Diag <br />* Echo Summary Plate Plate Input Stress Prop Brace Displ. Len React Brace <br /> 'I' 'Y' 'Y' 'Y' 'Y' 'N' 'N' 'R' 'N' 'N' 'N' 'N' <br /> <br />*( 9)SURFACE SHAPE: <br />* No. X_Coord Y_Coord Offset <br /> 4 0.0000 20.0000 8.250 <br /> 20.0000 26.6667 8.250 <br /> 40.0000 20.0000 8.250 <br /> 40.0000 0.0000 8.250 <br /> <br /> <br />*(10)MEMBER DEPTHS: <br />*Surf ----Depth---- No. --Interior_Depth- <br />* Id Start End Dep Locate Depth <br /> 1 11.460 11.460 0 <br /> 2 13.070 13.070 0 <br /> 3 13.070 13.070 0 <br /> 4 11.460 11.460 0 <br /> <br />*(11)MEMBER SPLICES: <br />*Surf <br />* Id No. Locate Type <br /> 1 0 <br /> 2 1 0.0000 'VSS ' <br /> 3 1 0.0000 '-SS ' <br /> 4 1 0.0000 'VSS ' <br /> <br />*(12)SEGMENT PLATES: <br />* Surf Mem ---Segment-- Member Flange ----Plate_Thickness--- <br />*No. Id Id Id Length Part Width Web OS_Flg IS_Flg <br /> 4 1 1 1 0.0000 'W12X22 ' 4.030 0.2600 0.4250 0.4250 <br /> 2 2 2 0.0000 'W14X22 ' 5.000 0.2300 0.3350 0.3350 <br /> 3 3 3 0.0000 'W14X22 ' 5.000 0.2300 0.3350 0.3350 <br /> 4 4 4 0.0000 'W12X22 ' 4.030 0.2600 0.4250 0.4250 <br /> <br />*(13)INTERIOR COLUMNS: <br />* --------Column------- Cap Rafter Unbrace_Length ----Column--- <br />* No. Id Typ Rot Locate Conn Opt Major Minor Set Part <br /> 0 <br /> <br />*(14)INTERIOR COLUMN PLATES: <br />* -Column- -----Depth---- No. Start ---Web_Depth-- Web Flg --Thickness-- <br />* Id Shape Min Max Mem Locate Start End Thick Width OS_Flg IS_Flg <br /> <br />*(15)INTERIOR COLUMN SPLICES: <br />* Col <br />* No. Id Id Locate Type <br /> 0 <br /> <br />*(16)BASE & WALL OPTIONS: <br />*----------Base---------- Open Brace <br />* Id Conn Opt Elev Height Opt <br /> 1 'P ' '-' 0.0000 0.0000 '-' Left Column <br /> 2 'P ' '-' 0.0000 0.0000 '-' Right Column <br /> <br />*(17)BASE DISPLACEMENT: <br />*Base <br />* Id Opt Dir Displace <br /> 0 '-' '-' 0.000 <br /> <br />*(18)BASE SPRINGS: <br />* Base --Spring_Constants-- <br />* No. Id Elev Horz Vert Rotate <br /> 0 <br /> <br />*(19)WALL GIRT: <br />*Surf Bay <br />* Id Type Part Depth Proj Lap Id No. Locate Type <br /> 1 'ZB' '8X25Z16 ' 8.000 0.000 3.0000 2 2 7.3333 'ZB' <br /> 13.6667 'ZB' <br /> 4 'ZB' '8X25Z16 ' 8.000 0.000 3.0000 2 2 7.3333 'ZB' <br /> 13.6667 'ZB' <br /> <br />*(20)ROOF PURLIN: <br />*Surf <br />* Id Type Part Depth Proj Lap <br /> 2 'ZB' '8X35Z14 ' 8.000 0.000 3.0000 <br /> 3 'ZB' '8X35Z14 ' 8.000 0.000 3.0000 <br /> <br />*(21)ROOF PURLIN LOCATION: <br />*Surf Peak <br />* Id Space No. Locate <br /> 2 1.3333 4 4.8737 9.8320 14.7903 19.7486 <br /> 3 1.3333 4 1.3333 6.2916 11.2499 16.2082 <br /> <br />1202 W Edinger <br />Ave10/3/2024