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HomeMy WebLinkAbout05400-01-0 - generation-oxoboxo-basement-hdr-calc-021020 Reviewed by MESTACY J DATE, PE STACY DATE 19099 CRAWL SPACE HDR - BASEMENT @ CORRIDOR 600S250-068 SK - 1 Feb 10, 2020 at 12:58 PM TOP-DIST-PLATE-basement-COR... N1 N2 6CSE14 Y XZ Beam:M2 Shape: Material: Length: I Joint: J Joint: Code Check: Report Based On 97 Sections 6CSE14 A607 C1 Gr.55 2.67 ft N1 N2 LC 1: DL + LL 0.998 (bending) AlbVy lb 767.422 at 2.67 ft -773.164 at 0 ft Vz lb T k-in -12.264 at 1.335 ft My k-in Mz k-in Dy in .052 at 1.335 ft Dz in fa ksi 13.535 at 1.335 ft fc ksi -31.028 at 1.335 ft ft ksi AISI S100-10: ASD Code Check Max Bending Check Max Shear Check Max Defl Ratio Location Location Location Equation Span Gov. Equation 0.998 1.335 ft C3.3.1-1 C3.1.4 0.123 (z) 0 ft L/10000 0 ft NA R (D6.1.1)Not Used Fy 55 ksi Pn/ Tn/ Mny/ Mnz/ Vny/ Vnz/ 15745.929 lb 27500 lb 12.374 k-in 44.713 k-in 5611.427 lb 6304.596 lb Cb 1 y-y z-z Cm .85 .6 Lb KL/r 1.33 ft 1.33 ft 17.583 6.709 L Comp Flange 1.33 ft L-torque 1.33 ft A eff. (Fy) A eff. (Fn) Iy eff. Sy eff. (L) Sy eff. (R) Iz eff. Sz eff. (T) Sz eff. (B) .527 in^2 .533 in^2 .594 in^4 .647 in^3 .376 in^3 4.316 in^4 1.358 in^3 1.53 in^3 Company : STACY J DATE, PE Feb 10, 2020 12:59 PMDesigner : STACY DATE Job Number : 19099 Checked By:_____ Model Name : CRAWL SPACE HDR - BASEMENT @ CORRIDOR Joint Coordinates and Temperatures Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diaph... 1 N1 0 0 0 0 2 N2 2.67 0 0 0 Joint Boundary Conditions Joint Label X [k/in] Y [k/in] Z [k/in] X Rot.[k-ft/rad] Y Rot.[k-ft/rad] Z Rot.[k-ft/rad] 1 N1 Reaction Reaction Reaction Reaction 2 N2 Reaction Reaction Reaction Reaction Cold Formed Steel Design Parameters Label Shape Lengt... Lbyy[ft] Lbzz[ft] Lcomp t...Lcomp ... L-torque... Kyy Kzz Cm-...Cm-... Cb R a[ft] y sw...z sw... 1 M2 CF1A 2.67 1.33 1.33 1.33 1.33 1.33 .5 Cold Formed Steel Properties Label E [ksi] G [ksi] Nu Therm (/1E5 F) Density[lb/ft^3] Yield[ksi] Fu[ksi] 1 A570 Gr.33 29500 11346 .3 .65 490 33 52 2 A607 C1 Gr.55 29500 11346 .3 .65 490 55 70 Cold Formed Steel Section Sets Label Shape Type Design List Material Design Rules A [in2] Iyy [in4] Izz [in4] J [in4] 1 CF1A 6CSE14 Beam CS Default A607 C1 Gr...Typical .835 .688 4.726 .001 Rigid Diaphragms Joint Label Plane Inactive No Wind/Drift No Data to Print ... Joint Loads and Enforced Displacements Joint Label L,D,M Direction Magnitude[(lb,k-in), (in,rad), (lb*s^2/ft, lb*s^2*ft)] No Data to Print ... Member Point Loads (BLC 1 : DEAD LOAD) Member Label Direction Magnitude[lb,k-in] Location[ft,%] 1 M2 Y -200 1.33 Member Point Loads (BLC 2 : LIVE LOAD) Member Label Direction Magnitude[lb,k-in] Location[ft,%] 1 M2 Y -1333 1.33 Member Distributed Loads Member Label Direction Start Magnitud... End Magnitude[lb/ft,F,psf] Start Location[ft,%] End Location[ft,%] No Data to Print ... RISA-3D Version 17.0.4 Page 1 [P:\2019 jobs\19099\calcs\TOP-DIST-PLATE-basement-CORR.r3d] Company : STACY J DATE, PE Feb 10, 2020 12:59 PMDesigner : STACY DATE Job Number : 19099 Checked By:_____ Model Name : CRAWL SPACE HDR - BASEMENT @ CORRIDOR Member Area Loads Joint A Joint B Joint C Joint D Direction Distribution Magnitude[psf] No Data to Print ... Load Combinations Description Sol...PD...SR...BLCFact...BLCFact...BLCFact...BLCFact...BLCFact...BLCFact...BLCFact...BLCFact...BLCFact...BLCFact... 1 DL + LL Yes Y 1 1 2 1 Joint Deflections LC Joint Label X [in] Y [in] Z [in] X Rotation [rad] Y Rotation [rad] Z Rotation [rad] 1 1 N1 0 0 0 0 0 -4.869e-3 2 1 N2 0 0 0 0 0 4.856e-3 Member Section Forces LC Member Label Sec Axial[lb] y Shear[lb] z Shear[lb] Torque[k-in] y-y Moment[k-...z-z Moment[k-... 1 1 M2 1 0 0 -773.164 0 0 0 2 2 0 0 -771.267 0 -6.185 0 3 3 0 0 763.629 0 -12.264 0 4 4 0 0 765.526 0 -6.139 0 5 5 0 0 767.422 0 0 0 Member Section Stresses LC Member Label Sec Axial[ksi] y Shear[ksi] z Shear[ksi] y top Bendin...y bot Bendin...z top Bendin...z bot Bendin... 1 1 M2 1 0 0 -3.035 0 0 0 0 2 2 0 0 -3.028 0 0 -15.65 6.826 3 3 0 0 2.998 0 0 -31.028 13.535 4 4 0 0 3.005 0 0 -15.533 6.776 5 5 0 0 3.013 0 0 0 0 Member Section Deflections Service LC Member Label Sec x [in] y [in] z [in] x Rotate[rad] (n) L/y' Ratio (n) L/z' Ratio No Data to Print ... Joint Reactions (By Combination) LC Joint Label X [lb] Y [lb] Z [lb] MX [k-in] MY [k-in] MZ [k-in] 1 1 N1 0 773.164 0 0 0 0 2 1 N2 0 767.422 0 0 0 0 3 1 Totals:0 1540.586 0 4 1 COG (ft):X: 1.33 Y: 0 Z: 0 Member AISI S100-10: ASD Cold Formed Steel Code Checks LC Member Shape UC Max Loc[ft] Shear ... Loc[ft] DirPn/Om...Tn/Om[...Mnyy/... Mnzz/... Cb CmyyCmzz Eqn 1 1 M2 6CSE14 .998 1.335 .123 0 z 15745....27500 12.374 44.713 1 .85 .6 C3.3.... RISA-3D Version 17.0.4 Page 2 [P:\2019 jobs\19099\calcs\TOP-DIST-PLATE-basement-CORR.r3d] [rad] (n) L/L/L/L/L//L/L y'y'y'y'y'y'y'yyy RRRRRRRRRatatatatatatataaaioioiooioiooio (n(n(n(n(n(n(n(n(n) )) ) ) ) )L/L/L/L/L/L/L/L z'z'z'z'z'z'z'RRRRRRatio -in]n]n]n]n]n]n]n]MYMYMYMYMYMYMY [[[[[[[[k-k-k-k-k-kk-kk ininininininininin]M]M]M]M]MMMMZ [kkkkk-i-i-i-i-ii-n] 000000000 00000000 000000000 00000000 STACY J DATE, PE STACY DATE 19099 TOP DISTRIBUTION PLATE - BASEMENT 600S200-054 SK - 1 Feb 7, 2020 at 3:22 PM TOP-DIST-PLATE-basement.r3d N1 N2 6CSW16 Y XZ Beam:M2 Shape: Material: Length: I Joint: J Joint: Code Check: Report Based On 97 Sections 6CSW16 A607 C1 Gr.55 2.67 ft N1 N2 LC 1: DL + LL 0.888 (bending) AlbVy lb 393.317 at 2.67 ft -396.253 at 0 ft Vz lb T k-in -6.279 at 1.335 ft My k-in Mz k-in Dy in .056 at 1.335 ft Dz in fa ksi 10.983 at 1.335 ft fc ksi -27.185 at 1.335 ft ft ksi AISI S100-10: ASD Code Check Max Bending Check Max Shear Check Max Defl Ratio Location Location Location Equation Span Gov. Equation 0.888 1.335 ft C3.3.1-1 C3.1.4 0.098 (z) 0 ft L/10000 0 ft NA R (D6.1.1)Not Used Fy 55 ksi Pn/ Tn/ Mny/ Mnz/ Vny/ Vnz/ 10773.7 lb 20188.623 lb 7.115 k-in 33.018 k-in 2883.054 lb 4034.745 lb Cb 1 y-y z-z Cm .85 .6 Lb KL/r 1.33 ft 1.33 ft 21.785 6.593 L Comp Flange 1.33 ft L-torque 1.33 ft A eff. (Fy) A eff. (Fn) Iy eff. Sy eff. (L) Sy eff. (R) Iz eff. Sz eff. (T) Sz eff. (B) .362 in^2 .367 in^2 .265 in^4 .344 in^3 .216 in^3 3.134 in^4 1.003 in^3 1.09 in^3 Company : STACY J DATE, PE Feb 7, 2020 3:26 PMDesigner : STACY DATE Job Number : 19099 Checked By:_____ Model Name : TOP DISTRIBUTION PLATE - BASEMENT Joint Coordinates and Temperatures Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diaph... 1 N1 0 0 0 0 2 N2 2.67 0 0 0 Joint Boundary Conditions Joint Label X [k/in] Y [k/in] Z [k/in] X Rot.[k-ft/rad] Y Rot.[k-ft/rad] Z Rot.[k-ft/rad] 1 N1 Reaction Reaction Reaction Reaction 2 N2 Reaction Reaction Reaction Reaction Cold Formed Steel Design Parameters Label Shape Lengt... Lbyy[ft] Lbzz[ft] Lcomp t...Lcomp ... L-torque... Kyy Kzz Cm-...Cm-... Cb R a[ft] y sw...z sw... 1 M2 CF1A 2.67 1.33 1.33 1.33 1.33 1.33 .5 Cold Formed Steel Properties Label E [ksi] G [ksi] Nu Therm (/1E5 F) Density[lb/ft^3] Yield[ksi] Fu[ksi] 1 A570 Gr.33 29500 11346 .3 .65 490 33 52 2 A607 C1 Gr.55 29500 11346 .3 .65 490 55 70 Cold Formed Steel Section Sets Label Shape Type Design List Material Design Rules A [in2] Iyy [in4] Izz [in4] J [in4] 1 CF1A 6CSW16 Beam CS Default A607 C1 Gr...Typical .613 .329 3.592 .000656 Rigid Diaphragms Joint Label Plane Inactive No Wind/Drift No Data to Print ... Joint Loads and Enforced Displacements Joint Label L,D,M Direction Magnitude[(lb,k-in), (in,rad), (lb*s^2/ft, lb*s^2*ft)] No Data to Print ... Member Point Loads (BLC 1 : DEAD LOAD) Member Label Direction Magnitude[lb,k-in] Location[ft,%] 1 M2 Y -214 1.33 Member Point Loads (BLC 2 : LIVE LOAD) Member Label Direction Magnitude[lb,k-in] Location[ft,%] 1 M2 Y -570 1.33 Member Distributed Loads Member Label Direction Start Magnitud... End Magnitude[lb/ft,F,psf] Start Location[ft,%] End Location[ft,%] No Data to Print ... RISA-3D Version 17.0.4 Page 1 [P:\2019 jobs\19099\calcs\TOP-DIST-PLATE-basement.r3d] Company : STACY J DATE, PE Feb 7, 2020 3:26 PMDesigner : STACY DATE Job Number : 19099 Checked By:_____ Model Name : TOP DISTRIBUTION PLATE - BASEMENT Member Area Loads Joint A Joint B Joint C Joint D Direction Distribution Magnitude[psf] No Data to Print ... Load Combinations Description Sol...PD...SR...BLCFact...BLCFact...BLCFact...BLCFact...BLCFact...BLCFact...BLCFact...BLCFact...BLCFact...BLCFact... 1 DL + LL Yes Y 1 1 2 1 Joint Deflections LC Joint Label X [in] Y [in] Z [in] X Rotation [rad] Y Rotation [rad] Z Rotation [rad] 1 1 N1 0 0 0 0 0 -5.214e-3 2 1 N2 0 0 0 0 0 5.2e-3 Member Section Forces LC Member Label Sec Axial[lb] y Shear[lb] z Shear[lb] Torque[k-in] y-y Moment[k-...z-z Moment[k-... 1 1 M2 1 0 0 -396.253 0 0 0 2 2 0 0 -394.861 0 -3.168 0 3 3 0 0 390.532 0 -6.279 0 4 4 0 0 391.924 0 -3.145 0 5 5 0 0 393.317 0 0 0 Member Section Stresses LC Member Label Sec Axial[ksi] y Shear[ksi] z Shear[ksi] y top Bendin...y bot Bendin...z top Bendin...z bot Bendin... 1 1 M2 1 0 0 -2.431 0 0 0 0 2 2 0 0 -2.422 0 0 -13.719 5.542 3 3 0 0 2.396 0 0 -27.185 10.983 4 4 0 0 2.404 0 0 -13.617 5.501 5 5 0 0 2.413 0 0 0 0 Member Section Deflections Service LC Member Label Sec x [in] y [in] z [in] x Rotate[rad] (n) L/y' Ratio (n) L/z' Ratio 1 1 M2 1 0 0 0 0 NC NC 2 2 0 0 .038 0 NC 837 3 3 0 0 .056 0 NC 576 4 4 0 0 .038 0 NC 839 5 5 0 0 0 0 NC NC Joint Reactions (By Combination) LC Joint Label X [lb] Y [lb] Z [lb] MX [k-in] MY [k-in] MZ [k-in] 1 1 N1 0 396.253 0 0 0 0 2 1 N2 0 393.317 0 0 0 0 3 1 Totals:0 789.569 0 4 1 COG (ft):X: 1.33 Y: 0 Z: 0 RISA-3D Version 17.0.4 Page 2 [P:\2019 jobs\19099\calcs\TOP-DIST-PLATE-basement.r3d] Company : STACY J DATE, PE Feb 7, 2020 3:26 PMDesigner : STACY DATE Job Number : 19099 Checked By:_____ Model Name : TOP DISTRIBUTION PLATE - BASEMENT Member AISI S100-10: ASD Cold Formed Steel Code Checks LC Member Shape UC Max Loc[ft] Shear ... Loc[ft] DirPn/Om...Tn/Om[...Mnyy/... Mnzz/... Cb CmyyCmzz Eqn 1 1 M2 6CSW16 .888 1.335 .098 0 z 10773.7 20188....7.115 33.018 1 .85 .6 C3.3.... RISA-3D Version 17.0.4 Page 3 [P:\2019 jobs\19099\calcs\TOP-DIST-PLATE-basement.r3d]