According to the structural load information provided by the design institute, including dead load and live load, the structure acts directly on the external structure The foundation is continuous on the beam wall, so the effects of wind and snow loads on the internal structure are not considered. When non-seismic design, the effect combination can be calculated according to equations (1) and (2), where (1) is used to calculate the internal force of the structure, and (2) is used to calculate the structural displacement. S= 1.2S GK +1.4S Q1K , (stress, force) (1) Where: S GK - load effect value calculated by constant load S Q1K - Load effect value calculated by live load S=1.0 S GK +1.0 S Q1K . (displacement) (2) The static calculation is performed on the model, that is, S GK and S Q1K are calculated, and the calculation structure is combined according to the formulas (1) and (2). Table 1 Maximum vertical displacement of the floor Elevation (m) Plate thickness (m) Span (m) Displacement (m) Allowable value (m) 4.9 0.15 7.2 0.020896 0.024 5.97 0.15 11.87 0.012159 0.039 6.95 0.15 17.32 0.032629 0.058 8.09~13.04 0.15 10.21 0.027599 0.034 Floor location of each floor (see Figure 2 below): The maximum axial force of the beam and column is: 4070kN (see Figure 3); The maximum stress of beam and column is: 8.01Mpa The maximum bending moment on the beam column: My=2350kN.m (see Figure 4) Mz=2090 kN.m (see Figure 5) Previous Next Aluminum Alloy Handle,Circular Door Handle,Invisible Door Handle,Bathroom Glass Door Handle Zhaoqing Muyi Hardware Products Co., Ltd , https://www.muyihardware.com
3 Static analysis calculation 