Answer a, b, c PLATE 1Analysis of a Semi-FrameExample 5-1. Analyze the rigid frame in Fig. 5-1(a). Let H, V., and Mrespectively, denote the horizontal, vertical, and rotational reaction componentsat support a, and let V, be the vertical reaction at support e.4.5 kN5 kN6 kN3 m3 kN/m 4.5 kN-m 3 kN/mbe42 kN樂2 mM₁78 kN-m42 kN090 kN m137.5 kN(b)CV₁ = 42 kN6 kN78 kN-mi3 m94.5 kN-mdH₂=6 kN(a)12 kN/m6 m30 kNb.12 kN/mV₂ = 30 kN4.5 kN-md94.5 kN-m4 m40.6 kN m2.84 m90 kN-m78 kN-m1. Develop the required equation/solution for every givenanswer.a. Shear and moment at the left of c.b. Shear and moment at the right of c.c. Shear at e.d. Shear and moment at point c.e. Shear and moment at point a.f. Maximum moment at span deg. Draw the shear and moment diagram of span de.

Semi frame diagram is provided. We have to calculate the followings: 1. Shear and moment at left of…

PLATE 1 Analysis of a Semi-Frame Example 5-1. Analyze the rigid frame in Fig. 5-1(a). Let H., V., and M respectively, denote the horizontal, vertical, and rotational reaction components at support a, and let V, be the vertical reaction at support e. 4.5 kN 6 kN b 3 m 5 kN- 3 kN/m 4.5 kN-m 3 kN/m c42 kN 2 m M.78 kN-m 42 kN 90 kN-m 137.5 kN -6 kN 78 kN-m V₁ = 42 kN (b) 3 m 94.5 kN-m d H₂=6 kN (a) 12 kN/m 6 m 30 kN 12 kN/m 4.5 kN-m JAN V₂ = 30 kN d 94.5 kN m 4 m 40.6 kN-m 2.84 m 90 kN m 78 kN-m 1. Develop the required equation/solution for every given answer. a. Shear and moment at the left of c. b. Shear and moment at the right of c. c. Shear at e. d. Shear and moment at point c. e. Shear and moment at point a. f. Maximum moment at span de g. Draw the shear and moment diagram of span de.

PLATE 1 Analysis of a Semi-Frame Example 5-1. Analyze the rigid frame in Fig. 5-1(a). Let H., V., and M respectively, denote the horizontal, vertical, and rotational reaction components at support a, and let V, be the vertical reaction at support e. 4.5 kN 6 kN b 3 m 5 kN- 3 kN/m 4.5 kN-m 3 kN/m c42 kN 2 m M.78 kN-m 42 kN 90 kN-m 137.5 kN -6 kN 78 kN-m V₁ = 42 kN (b) 3 m 94.5 kN-m d H₂=6 kN (a) 12 kN/m 6 m 30 kN 12 kN/m 4.5 kN-m JAN V₂ = 30 kN d 94.5 kN m 4 m 40.6 kN-m 2.84 m 90 kN m 78 kN-m 1. Develop the required equation/solution for every given answer. a. Shear and moment at the left of c. b. Shear and moment at the right of c. c. Shear at e. d. Shear and moment at point c. e. Shear and moment at point a. f. Maximum moment at span de g. Draw the shear and moment diagram of span de.

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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