.4 In a simple frame structure such as the one shown in Figure 3.1, the total horizontal displace...
e to sinple rtamc e one oe ius3diplcment of top storey Y is the sum of the displacements of individual storeys X1 and X2 Assume that Xi and X2 are independent and let m x , mx 2,02 and σ2 be their respective means and variances. (a) Find the mean and variance of Y (b) Find the correlation coefficient between X2 and Y X1 Figure 3 Frame structure, for Problem 3.5
e to sinple rtamc e one oe ius3diplcment of...
Problem 1: The frame shown represents the front part of a simple one bay structure in North York. The structure comprises a floor slab monolithically connected to the longitudinal and transverse beams. The structure is to be designed for snow, self-weight, and an earthquake force accounting for 12% of the building weight acting at the center of mass (slab center). Find the design values for ULS (moment, shear and axial load) of the column at the base, at the beam...
For the 3-D indeterminate (4-member) TRUSS structure shown in Figure 2A. Given that Px 10K (in X-direction); Py none (in Y-direction); E 30,000 ksi; A 0.2 square inches. The nodal coordinates, the earth-quake displacement/settlement, and members' connectivity information are given aS Applied Load! Earth-Quake MEMBER #1 NODE # X node-i node-j 120.00" 160.00"| 80.00"| Px=-10 Kips none Py- none 120.00" 160.00"0.00"none 120.00"0.00" 0.00" none 0.00" 0.00"0.00" none 0.00" 0.00" 80.00" none none 2 none 4 4 none 4 +2.00" (in...