second pic is from q2 unit 1. ive solved Vertical at C. just solve for E...
2nd pic is reference (Q3 Unit 1) (4) Assuming all members in the pin-pointed truss below (taken from Q3, Unit 1: Additional Examples sheet) have A = 2000 mm’and E = 200 kN/mm², determine the vertical displacement at E. 4 m 4 m 4 m * 3 m А E H it 80 KN 80 KN Ans: {vertical displacement 8E = - 1.43 mm (upwards)} 4 m 4 m 4 m 4 m + 3 m 80 KN 80 KN...
2. Determine the vertical deflection at point C of the beam shown in Figure 2 with the virtual work method. PE 10 kN 2 kN/m El constant E= 2x 105 MPa 1-1x10 mm Figure 2 2. Determine the vertical deflection at point C of the beam shown in Figure 2 with the virtual work method. PE 10 kN 2 kN/m El constant E= 2x 105 MPa 1-1x10 mm Figure 2
so i have my c++ code and ive been working on this for hours but i cant get it to run im not allowed to use arrays. im not sure how to fix it thank you for the help our job is to write a menu driven program that can convert to display Morse Code ere is the menu the program should display Menu Alphabet Initials N-Numbers - Punctuations S = User Sentence Q- Quit Enter command the user chooses...
auge Steel Framing Details 1. Complete all light g auge steel componente ir the following wall section, including floor joists, wall studs, roof rafters, and required clips angles, stiffeners, and fasteners. Label all components. Roof sheathing Wall sheathing 。 Interior wallboard Subflooring Foundation 103 Scale: l square =2" (50 mm) Name: necessity of cutting holes in m on the construction ste 12.11. 12.15). Thack etions a sed for top and bottom plates, e construction, shemperature that col tural shapes. Prers...