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Calcu - notes on ppt lecture
Civil Engineering (BSCE 01)
Ateneo de Davao University
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design base shear for a steel specimen frame Find the building shown below, given the following information: 60 Z 0 Seismic Source Type B Distance to seismic source 5 km Soil profile type Sc static R RT W 1,626 kips Determine the structure period, I p 9 2185 Using Method A, Wt each flour seconds Determine the seismic coefficients, Ca and C (taken from Table and Table respectively) Z 0 40N Ca simp 3 ca statias r C TRC 0 06231215 CT Find the design base shear for a steel specimen frame building shown below, given the following information: Z 0 Seismic Source Type B Distance to seismic source 5 km Soil profile type Sc I 1 R 8 W 1,626 kips Determine the structure period, Using Method A, 3 0 seconds Determine the seismic coefficients, Ca and C (taken from Table and Table respectively) Z 0 Ca 0 Determine the factors Na and Nv (taken from Table and Table respectively) N 1 N design base shear for a steel specimen frame Find the building shown below, given the following information: 60 Z 0 Seismic Source Type B Distance to seismic source 5 km Soil profile type Sc static R RT W 1,626 kips Determine the structure period, I p 9 2185 Using Method A, Wt each flour seconds Determine the seismic coefficients, Ca and C (taken from Table and Table respectively) Z 0 40N Ca simp 3 ca statias r C TRC 0 06231215 CT Find the design base shear for a steel specimen frame building shown below, given the following information: Z 0 Seismic Source Type B Distance to seismic source 5 km Soil profile type Sc I 1 R 8 W 1,626 kips Determine the structure period, Using Method A, 3 0 seconds Determine the seismic coefficients, Ca and C (taken from Table and Table respectively) Z 0 Ca 0 Determine the factors Na and Nv (taken from Table and Table respectively) N 1 N Find the design base shear for a steel specimen o frame building shown below, given the following information: Seismic Source Type B Distance to seismic source 5 km Soil profile type Sc I 1 R 8 W 1,626 kips Seismic Coefficients: 0 . (1) 0 Determine the base shear using STATIC FORCE PROCEDURE. initi al (1626) 171 kips Find the design base shear for a steel specimen frame building shown below, given the following information: Z 0 Seismic Source Type B Distance to seismic source 5 km Soil profile type Sc I 1 R 8 W 1,626 kips Seismic Coefficients: . (1) 0 0 . (1) 0 Determine the base shear using STATIC FORCE PROCEDURE. V (8)(0) (1626) 171 kips Find the design base shear for a steel specimen o frame building shown below, given the following information: Seismic Source Type B Distance to seismic source 5 km Soil profile type Sc I 1 R 8 W 1,626 kips Seismic Coefficients: 0 . (1) 0 Determine the base shear using STATIC FORCE PROCEDURE. initi al (1626) 171 kips Find the design base shear for a steel specimen frame building shown below, given the following information: Z 0 Seismic Source Type B Distance to seismic source 5 km Soil profile type Sc I 1 R 8 W 1,626 kips Seismic Coefficients: . (1) 0 0 . (1) 0 Determine the base shear using STATIC FORCE PROCEDURE. V (8)(0) (1626) 171 kips Find the design base shear for a steel specimen frame building shown below, given the following information: Z 0 Seismic Source Type B Distance to seismic source 5 km Soil profile type Sc W 1,626 kips Seismic Coefficients: (1) 0 (1) 0 Determine the base shear using STATIC FORCE PROCEDURE. (8) (0) (1626) 171 kips The total design base shear need not exceed: 2 W 2(0)(1) R 8 (1626) 191 kips The total design base shear shall not be less than: 0 0(0)(1)(1626) 71 kips Find the design base shear for a steel specimen frame building shown below, given the following information: Z 0 Seismic Source Type B Distance to seismic source 5 km Soil profile type Sc W 1,626 kips Seismic Coefficients: (1) 0 (1) 0 Determine the base shear using STATIC FORCE PROCEDURE. (8) (0) (1626) 171 kips The total design base shear need not exceed: 2 W 2(0)(1) R 8 (1626) 191 kips The total design base shear shall not be less than: 0 0(0)(1)(1626) 71 kips 1 2 3 27 k Story Level weight 214k 9 12 405k 8 7 405k X 6 405k 12 5 584k 4 422k 3 422k 2 440k 1 46Sk 1 2 3 27 k Story Level weight 214k 9 12 405k 8 7 405k X 6 405k 12 5 584k 4 422k 3 422k 2 440k 1 46Sk building has a moment resisting steel frame for a lateral The resisting A system. Find the vertical distribution of lateral forces following information is given: f Level Level hx (ft) Wx (kips) Wxhx Wxhx Fx 241,896 216(col Height (ft) 12 116 214 24,824 0 39 9 104 405 42,120 0 37 8 12 12 92 405 37,260 0 33 7 6 12 80 405 32,400 0 28 0 35 5 12 68 584 39,712 4 12 56 422 23,632 0 21 3 12 44 422 18,568 0 16 2 12 32 440 14,080 0 12 1 20 20 465 9,300 0 8 given 241,896 233 0316 4 (2 6 E) building has a moment resisting steel frame for a lateral The A resisting system. Find the vertical distribution of lateral forces Fx 17 following information is given: hx (ft) Wx (kips) Wxhx Wxhx Fx Level Level 241,896 216(col Height (ft) 116 214 24,824 0 39 9 12 12 405 42,120 0 37 8 104 92 405 37,260 0 33 7 12 80 32,400 0 28 6 12 405 5 12 68 584 39,712 0 35 4 56 422 23,632 0 21 12 3 12 44 422 18,568 0 16 2 12 32 440 14,080 0 12 1 20 20 465 9,300 0 8 241,896 233 building has a moment resisting steel frame for a lateral The resisting A system. Find the vertical distribution of lateral forces following information is given: f Level Level hx (ft) Wx (kips) Wxhx Wxhx Fx 241,896 216(col Height (ft) 12 116 214 24,824 0 39 9 104 405 42,120 0 37 8 12 12 92 405 37,260 0 33 7 6 12 80 405 32,400 0 28 0 35 5 12 68 584 39,712 4 12 56 422 23,632 0 21 3 12 44 422 18,568 0 16 2 12 32 440 14,080 0 12 1 20 20 465 9,300 0 8 given 241,896 233 0316 4 (2 6 E) building has a moment resisting steel frame for a lateral The A resisting system. Find the vertical distribution of lateral forces Fx 17 following information is given: hx (ft) Wx (kips) Wxhx Wxhx Fx Level Level 241,896 216(col Height (ft) 116 214 24,824 0 39 9 12 12 405 42,120 0 37 8 104 92 405 37,260 0 33 7 12 80 32,400 0 28 6 12 405 5 12 68 584 39,712 0 35 4 56 422 23,632 0 21 12 3 12 44 422 18,568 0 16 2 12 32 440 14,080 0 12 1 20 20 465 9,300 0 8 241,896 233
Calcu - notes on ppt lecture
Course: Civil Engineering (BSCE 01)
University: Ateneo de Davao University
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