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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

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

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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
Transcribed Image Text: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
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