bp canopy
DESCRIPTION
afafTRANSCRIPT
Designer :Project Name :
Best & effective Solution of Structural Technology. BeST Ver 2.6
BeST MEMBER :
Date : Page :
http://www.BestUser.com
BPCanopy ０７／０１／２０１５ １
Design Conditions
(1). Design Code and Materials -. Design Code : AISC-2005(LRFD)
-. Concrete : fck = 35 N/mm2
-. Plate : A572-50 (Fy = 345 N/mm2)
-. Anchor Bolt : A325 (Fanc = 620 N/mm2)
(2). Section Dimension -. Column Size : bㅁ-194.17x194.17x6.8x6.8
-. Base Plate Size : BxxByxtb = 400 x 400 x 12 mm
-. Anchor Bolt : 4 - Φ20
-. Bolt Location : dx = 40, dy = 40 mm
(3). Force and Moment -. Pu = 138.27 kN
-. Mux = 0.00, Muy = 0.00 kN·m
-. Vux = 3.52, Vuy = 1.73 kN
400
400
40
40
194.17
194.
17
Check Base Plate : Bearing Stress -. fu,max = Pu/Ap+Mux/Sx+Muy/Sy = 0.86 N/mm2
-. fu,min = Pu/Ap-Mux/Sx-Muy/Sy = 0.86 N/mm2 ----> Compression
-. ΦFn = Φ*0.85*fck A2/A1 = 35.70 N/mm2
-. fu,max/ΦFn = 0.024 < 1.0 ---> O.K.
Check Anchor Bolt : Shear Strength -. Vuxy = Vux
2+Vuy2 = 3.92 kN
-. ΦVn = Φ*0.55*Pu = 45.63 kN
-. Vuxy < ΦVn ----> O.K.
Force & Moment Diagram▶ Base PL. X-X Moment, Rib PL. Moment ▶ Base PL. Y-Y Moment, Rib PL. Shear
(Unit : kN·mm/mm)
0 1 1 2 2 2 2 1 1 1 1 1 1 2 2 2 2 1 1 0
0 1 1 2 2 2 2 1 1 1 1 1 1 2 2 2 2 1 1 0
0 1 2 3 3 3 2 2 1 0 0 1 2 2 3 3 3 2 1 0
0 1 2 4 5 5 3 1 1 1 1 1 1 3 5 5 4 2 1 0
-0 1 2 4 11 11 2 1 1 1 1 1 1 2 11 11 4 2 1 -0
0 1 2 4 10 10 2 1 1 1 1 1 1 2 10 10 4 2 1 0
0 1 2 4 4 3 3 1 1 1 1 1 1 3 3 4 4 2 1 0
0 1 2 3 3 3 2 2 1 1 1 1 2 2 3 3 3 2 1 0
0 1 1 2 3 3 2 1 1 1 1 1 1 2 3 3 2 1 1 0
0 1 1 2 3 3 2 1 1 1 1 1 1 2 3 3 2 1 1 0
0 1 1 2 3 3 2 1 1 1 1 1 1 2 3 3 2 1 1 0
0 1 1 2 3 3 2 1 1 1 1 1 1 2 3 3 2 1 1 0
0 1 2 3 3 3 2 2 1 1 1 1 2 2 3 3 3 2 1 0
0 1 2 4 4 3 3 1 1 1 1 1 1 3 3 4 4 2 1 0
0 1 2 4 10 10 2 1 1 1 1 1 1 2 10 10 4 2 1 0
-0 1 2 4 11 11 2 1 1 1 1 1 1 2 11 11 4 2 1 -0
0 1 2 4 5 5 3 1 1 1 1 1 1 3 5 5 4 2 1 0
0 1 2 3 3 3 2 2 1 0 0 1 2 2 3 3 3 2 1 0
0 1 1 2 2 2 2 1 1 1 1 1 1 2 2 2 2 1 1 0
0 1 1 2 2 2 2 1 1 1 1 1 1 2 2 2 2 1 1 0
0 0 0 0 -0 0 0 0 0 0 0 0 0 0 0 -0 0 0 0 0
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 2 2 2 2 2 2 1 1 1 1 2 2 2 2 2 2 1 1
2 2 3 4 4 4 4 3 2 2 2 2 3 4 4 4 4 3 2 2
2 2 3 5 11 10 4 3 3 3 3 3 3 4 10 11 5 3 2 2
2 2 3 5 11 10 3 3 3 3 3 3 3 3 10 11 5 3 2 2
2 2 2 3 2 2 3 2 2 2 2 2 2 3 2 2 3 2 2 2
1 1 2 1 1 1 1 2 1 1 1 1 2 1 1 1 1 2 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 1 1
1 1 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 2 1 1 1 1 2 1 1 1 1 2 1 1 1 1 2 1 1
2 2 2 3 2 2 3 2 2 2 2 2 2 3 2 2 3 2 2 2
2 2 3 5 11 10 3 3 3 3 3 3 3 3 10 11 5 3 2 2
2 2 3 5 11 10 4 3 3 3 3 3 3 4 10 11 5 3 2 2
2 2 3 4 4 4 4 3 2 2 2 2 3 4 4 4 4 3 2 2
1 1 2 2 2 2 2 2 1 1 1 1 2 2 2 2 2 2 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
0 0 0 0 -0 0 0 0 0 0 0 0 0 0 0 -0 0 0 0 0
Designer :Project Name :
Best & effective Solution of Structural Technology. BeST Ver 2.6
BeST MEMBER :
Date : Page :
http://www.BestUser.com
BPCanopy ０７／０１／２０１５ ２
Check Base Plate : Moment Strength -. Mu,max = Max[Mux, Muy] = 8.31 kN·mm/mm
-. Zbp = tb2/4 = 36 mm3/mm
-. ΦMn = Φ*Fy*Zbp = 11.17 kN·mm/mm
-. Mu,max/ΦMn = 0.744 < 1.0 ---> O.K.