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Home My WebLink About05400-01-0 - generation-oxoboxo-basement-hdr-calc-020620STACY 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.552.67 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 LocationEquation SpanGov. 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 lb7.115 k-in 33.018 k-in 2883.054 lb 4034.745 lbCb1 y-y z-z Cm .85 .6Lb 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 02N22.67 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/DriftNo 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-321N2000005.2e-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 02200-2.422 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 8373300.056 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 041COG (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]