solve for the wind load on the right side ANALYSIS OF FINK ROOF TRUSSGENERAL DATA IN DETERMINING THE DESIGNING STRESSES OF A FINK ROOF TRUSS1. Span, L= 35.0 metersPitch = one-fourthBay Length = 4.0 metersCondition of supports:2.3.4.5.6.7.a. Right end support = rollerb.Left end support = hingedDEAD LOADS:a. Use corrugated asbestos whose thickness is 10 mm for roof covering weighing 220 Pa of roofsurface.Assume weight of purlins to be 220 PaWeight of truss, use formula W = 35.90 (1+L/3.048)It is assumed that two-thirds of the weight of the truss is carried on top chord an the remainingone third on the bottom chord.Assume weight of bracing = 90 PaAssume weight of ceiling = 370 PaAssume weight of ceiling joist = 130 Pab.C.d.e.f.Assume wind velocity, V = 230 kPh and use P = 0.722V^2, where V is in m/secAssume LIVE LOADS to be 1130 PaLoU₁L₁U₂U₂L2MU4U₂L₁U₂U₁L₂pr

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ANALYSIS OF FINK ROOF TRUSS GENERAL DATA IN DETERMINING THE DESIGNING STRESSES OF A FINK ROOF TRUSS 1. Span, L= 35.0 meters 2. Pitch one fourth 3. Bay Length = 4.0 meters Condition of supports: 4. 5. a. Right end support = roller b. Left end support = hinged DEAD LOADS: a. Use corrugated asbestos whose thickness is 10 mm for roof covering weighing 220 Pa of roof surface.

ANALYSIS OF FINK ROOF TRUSS GENERAL DATA IN DETERMINING THE DESIGNING STRESSES OF A FINK ROOF TRUSS 1. Span, L= 35.0 meters 2. Pitch one fourth 3. Bay Length = 4.0 meters Condition of supports: 4. 5. a. Right end support = roller b. Left end support = hinged DEAD LOADS: a. Use corrugated asbestos whose thickness is 10 mm for roof covering weighing 220 Pa of roof surface.

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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