Example:Single story structure---Portal Frame 西安中体水上游乐场(56 m Span)
Example: Single story structure---Portal Frame 西安中体水上游乐场(56m Span)
Example:Single story structure---Portal Frame 沈阳汽车展览中心(71 m Span) ☒内 型
Example: Single story structure---Portal Frame 沈阳汽车展览中心(71m Span)
Example:Single story structure---Loads WALLS ):EDLA=60p5f×ARE六-155K 100' V乏DLB=60psf×AREA=180K 200 WL=30psf×AREA=180K 15 TOTAL HORIZONTAL LOADS WL=30Psf×AREA-67.5K
Example: Single story structure---Loads
Example:Single story structure-vertical load W=800K,a00K"1+00K Lw-it0% MODE OF IF ASSUME FULL ARCH ACTION, BEHAVIOR h*30' kcx=%"%n-W台n: 8h· w600K w600K 。 400Kx10八a00K 8×3。 -1=100' 700K TOTAL SYSTEM ACTION 700K 乏W=1400K 00K u600K TOTAL REACTION IS DISTRIBUTED EVENLY OVER FOUNDATION
Example: Single story structure-vertical load
Example:Single story structure-frame analysis 25 100 AREA-治ROOF BA FOR END RAMES (AREA-TOTAL) (b) LOADS AND REACTIONS ON A TYPICAL INTERIOR FRAME (OVERTURN REACTIONS NOT SHOWN) TOTAL DOWNWARD LOAD 1400K =175K 15 TOTAL HORIZONTAL 0AD180K=22.5K -1125 KFr 8 VERT.LOAD ONLY) 15 TOTAL INC.WIND-11254(11Kx13) 0←-ri1K100 KICK FROM VERT. LOAD 500K=w75K 87.5K 87.5K TOTAL-1125:165K-15'DUE TO WIND
Example: Single story structure-frame analysis