0.35 w L=35ft H=10.5ft,W=16.25 kip/ft, b₁ inch x h₁ inch beam h1=23",h2=22" H b1=17" b₂ inch x h₂ inch beam b2=17" H h₂

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answerhappygod
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0.35 w L=35ft H=10.5ft,W=16.25 kip/ft, b₁ inch x h₁ inch beam h1=23",h2=22" H b1=17" b₂ inch x h₂ inch beam b2=17" H h₂

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0 35 W L 35ft H 10 5ft W 16 25 Kip Ft B Inch X H Inch Beam H1 23 H2 22 H B1 17 B Inch X H Inch Beam B2 17 H H 1
0 35 W L 35ft H 10 5ft W 16 25 Kip Ft B Inch X H Inch Beam H1 23 H2 22 H B1 17 B Inch X H Inch Beam B2 17 H H 1 (264.01 KiB) Viewed 70 times
0.35 w L=35ft H=10.5ft,W=16.25 kip/ft, b₁ inch x h₁ inch beam h1=23",h2=22" H b1=17" b₂ inch x h₂ inch beam b2=17" H h₂ inch x h₂ inch Columns Problem 2b. Intermediate support Portal frame Tasks: Problem 2b - Moment Distribution Method Total = marks 30 1. Calculate stiffness of all members and determine distribution factors for all joints. Calculate Fixed End Moments. (CO1) (K4, K6) (P1, P7) [Marks: 10] 2. Perform a moment distribution for determination of moments at the ends of all members (CO2), (K4, K6), (P1, P7) [Marks: 10] 3. Calculate final reactions at all supports. Draw the shear force and the bending moment diagrams for the frame. (CO5) (K4, K6), (P1, P7) [Marks: 10 4. Comment on the suitability of the chosen concrete cross-section dimensions (50 - 100 words) (A3).
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