Roof framing plan of single story building with the following configuration is shown:a. Construction of roof (Reference ASCE 7-16, Table C3-1: Minimum Design DeadLoad)Composition roofing with five ply felt and gravelMetal deck (18 gauge)Fiberboard insulation, 2 “ thickPlaster ceiling (Suspended metal lath with gypsum plaster)Mechanical ductb. Roof pitch: 6 “ rise per foot of horizontal projectionc. Roof live load: 20 psfd. Beams (B1 & B2) are W12x40 (ASTM A992), Girder (G1) is W12x58 (ASTM A992)В-1В-22@13' = 26'Slope (6V : 12H)Slope (6V : 12H),С-1В-22@13' = 26'В-2B-1В-1©-I-T -130'30'Roof Framing PlanCalculate the following items:1) Total dead load for roof in psf2) For beams B1 & B2, determine:Considering LL reduction, find total factored uniform load DL+LL, Maximum moment Mu(k-ft), Maximum shear Vu (kips) and Max (DL+LL) deflection and check againstallowable deflection3) For Girder G1, determine:Maximum moment Mu (k-ft), Maximum shear Vu (kips) andMax (DL+LL) deflection and check against allowable deflection4) For interior column C1, determine Maximum factored axial compression DL+LL (kips)(B)

Roof framing plan of single story building with the following configuration is shown: a. Construction of roof (Reference ASCE 7-16, Table C3-1: Minimum Design Dead Load) Composition roofing with five ply felt and gravel Metal deck (18 gauge) Fiberboard insulation, 2 " thick Plaster ceiling (Suspended metal lath with gypsum plaster) Mechanical duct b. Roof pitch: 6 “ rise per foot of horizontal projection c. Roof live load: 20 psf d. Beams (B1 & B2) are W12x40 (ASTM A992), Girder (G1) is W12x58 (ASTM A992) В-1 I- В-2 2@13' = 26' Slope (6V : 12H) Slope (6V : 12H),! B I- В-2 2@13' = 26' В-2 В-1 В-1 I- 30' 30' Roof Framing Plan Calculate the following items: 1) Total dead load for roof in psf 2) For beams B1 & B2, determine: Considering LL reduction, find total factored uniform load DL+LL, Maximum moment Mu (k-ft), Maximum shear Vu (kips) and Max (DL+LL) deflection and check against allowable deflection 3) For Girder G1, determine: Maximum moment Mu (k-ft), Maximum shear Vu (kips) and Max (DL+LL) deflection and check against allowable deflection

Roof framing plan of single story building with the following configuration is shown: a. Construction of roof (Reference ASCE 7-16, Table C3-1: Minimum Design Dead Load) Composition roofing with five ply felt and gravel Metal deck (18 gauge) Fiberboard insulation, 2 " thick Plaster ceiling (Suspended metal lath with gypsum plaster) Mechanical duct b. Roof pitch: 6 “ rise per foot of horizontal projection c. Roof live load: 20 psf d. Beams (B1 & B2) are W12x40 (ASTM A992), Girder (G1) is W12x58 (ASTM A992) В-1 I- В-2 2@13' = 26' Slope (6V : 12H) Slope (6V : 12H),! B I- В-2 2@13' = 26' В-2 В-1 В-1 I- 30' 30' Roof Framing Plan Calculate the following items: 1) Total dead load for roof in psf 2) For beams B1 & B2, determine: Considering LL reduction, find total factored uniform load DL+LL, Maximum moment Mu (k-ft), Maximum shear Vu (kips) and Max (DL+LL) deflection and check against allowable deflection 3) For Girder G1, determine: Maximum moment Mu (k-ft), Maximum shear Vu (kips) and Max (DL+LL) deflection and check against allowable deflection

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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