SLOPED RAFTERS 240,0 BEAM -COLUMNS -BEARING WALL 2 Dat HAM FRAMING PLAN BEARING WALL RAFTERS @2400. -BEAM OPLIMN of FRONT ELEVATION SIDE ELEVATION • Live snow load = 35 psf • Dead load: (1) Roof and Sheathing = 14 psf, (2) Rafters = 4 lb/ft Roof pitch: 9:12 Please round to the nearest one tenth (i.e., 0.1). Total load (LL+ DL) on a middle rafter after adjusting to horizontal projection = lb/ft

SLOPED RAFTERS 240,0 BEAM -COLUMNS -BEARING WALL 2 Dat HAM FRAMING PLAN BEARING WALL RAFTERS @2400. -BEAM OPLIMN of FRONT ELEVATION SIDE ELEVATION • Live snow load = 35 psf • Dead load: (1) Roof and Sheathing = 14 psf, (2) Rafters = 4 lb/ft Roof pitch: 9:12 Please round to the nearest one tenth (i.e., 0.1). Total load (LL+ DL) on a middle rafter after adjusting to horizontal projection = lb/ft

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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ASAP NEED RIGHT COMPLETE SOLUTION !!!
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