solve the wind load on the left 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 4. Condition of supports: a. Right end support = roller b. Left end support = hinged 5. DEAD LOADS: a. Use corrugated asbestos whose thickness is 10 mm for roof covering weighing 220 Pa of roof surface. Assume weight of purlins to be 220 Pa b.

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 4. Condition of supports: a. Right end support = roller b. Left end support = hinged 5. DEAD LOADS: a. Use corrugated asbestos whose thickness is 10 mm for roof covering weighing 220 Pa of roof surface. Assume weight of purlins to be 220 Pa b.

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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