The tripod shown supports a 5-m by 2-m rectangular panel through member AB, which is parallel to z-axis. The tripod is designed so that the resultant of the force in members BC, BD and BE is equivalent to the force in member BA, FBA, in the direction shown. Note that point A is at the centroid of the rectangular panel and FBA equivalent force in rectangular panel. A(0, 6.5, 1.5) m B(0, 6.5, 0) m C(-1.2, 0, 3.4) m D(4.3, 0, 3) m E(1.4, 0, -5.4) m P A 1. FAB= 2. Force in BC = 3. Force in BD = 4. Force in BE. FBA b D If the rectangular panel carries a wind pressure equivalent to P = 22 kPa (kN/m2), calculate the magnitude of the following: DO NOT INCLUDE SIGNS kN use whole number KN use 3 decimal places KN use 3 decimal places KN use 3 decimal places

The tripod shown supports a 5-m by 2-m rectangular panel through member AB, which is parallel to z-axis. The tripod is designed so that the resultant of the force in members BC, BD and BE is equivalent to the force in member BA, FBA, in the direction shown. Note that point A is at the centroid of the rectangular panel and FBA equivalent force in rectangular panel. A(0, 6.5, 1.5) m B(0, 6.5, 0) m C(-1.2, 0, 3.4) m D(4.3, 0, 3) m E(1.4, 0, -5.4) m P A 1. FAB= 2. Force in BC = 3. Force in BD = 4. Force in BE. FBA b D If the rectangular panel carries a wind pressure equivalent to P = 22 kPa (kN/m2), calculate the magnitude of the following: DO NOT INCLUDE SIGNS kN use whole number KN use 3 decimal places KN use 3 decimal places KN use 3 decimal places

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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