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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Question

F1
-BEAM
H
-COLUMNS
-BEARING
WALL
72
2
•
Live snow load = 35 psf
• Dead load: (1) Roof and Sheathing = 14 psf, (2) Rafters = 4 lb/ft
Roof pitch: 9:12
W
F2
SLOPED RAFTERS
24⁰00
#3
#
3
Please round to the nearest one tenth (i.e., 0.1).
Total load (LL+ DL) on a middle rafter after adjusting to horizontal projection =
80
F3
DOD
DOD
$
4
2
F4
FRAMING PLAN
FRONT ELEVATION
%
5
F5
BEARING WALL
-RAFTERS@24a0.
;)
A
-BEAM
6
OPLIMN
SIDE ELEVATION
MacBook Air
lb/ft
◄◄
&
7
F7
Finis!
*

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