SITUATION 2: Refer to FigureS1GHGiven:S1 = S2 = S3 = 2.8 mL1 = L2 = L3 = 6.0 mb = 300 mmh = 400 mmSzKPL1L2L3t = 100 mmColumn = 0.3 m x 0.3 mTotal Ultimate load = 12 kN/mPLAN2. What is the moment for the interior span bounded by F-G-K-J?hTYP. SECTION

L = 6m S = 2.8m W = 12KN/m h = 400mm = 0.4m b = 300mm = 0.3m

SITUATION 2: Refer to Figure G H Given: Sz S1 = S2 = S3 = 2.8 m L1 = L2 = L3 = 6.0 m b = 300 mm h = 400 mm K L P L1 L2 L3 t= 100 mm PLAN Column = 0.3 m x 0.3 m Total Ultimate load = 12 kN/m 2. What is the moment for the interior span bounded by F-G-K-J? h

SITUATION 2: Refer to Figure G H Given: Sz S1 = S2 = S3 = 2.8 m L1 = L2 = L3 = 6.0 m b = 300 mm h = 400 mm K L P L1 L2 L3 t= 100 mm PLAN Column = 0.3 m x 0.3 m Total Ultimate load = 12 kN/m 2. What is the moment for the interior span bounded by F-G-K-J? h

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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