1. According to the requirements of the AISC-Specifications for doubly symmetric members and singly symmetric members, the interaction of flexure and compression shall be limited by Equations: a) H1 -1a and H1 -1b. b) El-la and E1 -1b. c) G1 -la and G1 -1b. d) F1-la and F1 -1b. e) C1 -la and C1 -lb. 2. The beams framing into columns are commonly supported with framing angles or brackets on the sides of the columns. These eccentrically applied loads produce: a) Axial Tension. b) Shear forces. /c) Bending moments. d) Axial compression. e) Torques. 3. The required total flexural strength of a beam-column member must at least equal the sum of the: a) first-order moments only. b) Second-order moments only. c) first-order and second-order axial loads. d) first-order and second-order moments. e) Non the above. 4. The first-order moment using LRFD load combinations, due to the lateral translation of the structure only, is referred to as: a) Mnt b) Mit c) Mr d) Pnt e) Pit

Q: The cantilevered W530 x 150 beam shown is subjected to a 8.5-kN force F applied by means of a welded…

Q: Determine the axial stresses of the following truss members: (JJ, Co. C Use 400mm² members in For…

Q: H.W. #4: A pin connected truss is loaded and supported as shown, determine: a) The normal stress in…

Q: Q5) Determine the force in members JK, JN, and CD. State if the members are in tension or…

Q: Statics

Q: F6-9. Determine the force in members KJ, KD, and CD of the Pratt truss. State if the members are in…

Q: For a given truss, determine the force in members AB, BD, and CD of the truss using the method of…

Q: m A -3 m- BY F -3 m- C -3 m- D 5 m

Q: Determine the force in members BC, HC, and GH and state if these members are in tension or…