Consider the six-story building shown below to be analyzed by SAP2000 20 kips 10 kips 20 kips 20 kips- 20 kips 20 kips 3

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Consider The Six Story Building Shown Below To Be Analyzed By Sap2000 20 Kips 10 Kips 20 Kips 20 Kips 20 Kips 20 Kips 3 1 (561.89 KiB) Viewed 16 times

Consider the six-story building shown below to be analyzed by SAP2000 20 kips 10 kips 20 kips 20 kips- 20 kips 20 kips 30 ft T A 22 18 14 10 2 20 ft 23 All beams: 19 15 11 7 3 20 ft Material and section properties: E=29000 ksi Columns 1-9:: Columns 10-25:: w W24 x 229 W24 x 192 W24 x 146 24 20 16 12 8 4 15 ft 30 ft 25 21 17 1. Run the model using he lateral load given in the figure. 2. Run the model with distributed load of 3kips/ft on all the beams. 13 5 15 ft + 15 ft + 15 ft + 15 ft + 15 ft 20 ft