Assignment 8(SAP application only) In the following frame consider DL=30 kips/ft and LL-85 kips/ft over the roof and can

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Assignment 8(SAP application only) In the following frame consider DL=30 kips/ft and LL-85 kips/ft over the roof and can

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Assignment 8 Sap Application Only In The Following Frame Consider Dl 30 Kips Ft And Ll 85 Kips Ft Over The Roof And Can 1
Assignment 8 Sap Application Only In The Following Frame Consider Dl 30 Kips Ft And Ll 85 Kips Ft Over The Roof And Can 1 (20.96 KiB) Viewed 21 times
Assignment 8(SAP application only) In the following frame consider DL=30 kips/ft and LL-85 kips/ft over the roof and cantilever beam of this frame. Consider lateral wind load as shown F=10 kips. Calculate the reactions and maximum deflection in this frame under LRFD load combination of 1.2DL+1.6LL+0.5W, show reactions, moment and deflection in similar table as the following under this combo: Axial(kips) Moment(kips-ft) Shear(kips) Point A Point B Max horizontal deflection in this structure(in) W=5 kips 18 ft A 7ft 15 ft B 25 ft
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