ELOrED HAPTERG BEAHNG WALL BEAM COLIMN FFAMING PLAN -BEAM -COLUMNS -DEAHINGT WALL FRONT BLBVATION SIPB BLEVATION •Live snow load 25 psf • Dead load: (1) Roof and Sheathing = 14 psf, (2) Rafters = 4 lb/ft • Roof pitch: 5:12 Please round to the nearest one tenth (i.e., 0.1). Total load (LL + DL) on a middle rafter after adjusting to horizontal projection Ib/ft

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Explain properly.
ELOPED HAFTERG
24
BEAHING HALL
-RAFTBNS@ 24'ae.
-BBAM
COLIMN
FFAMING PLAN
BEAM
-COLUMNS
-DEAHNGT
WALL"
FRONT BLEVATION SIDE BLEVATION
• Live snow load = 25 psf
• Dead load: (1) Roof and Sheathing 14 psf, (2) Rafters = 4 lb/ft
• Roof pitch: 5:12
%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
Ib/ft
Transcribed Image Text:ELOPED HAFTERG 24 BEAHING HALL -RAFTBNS@ 24'ae. -BBAM COLIMN FFAMING PLAN BEAM -COLUMNS -DEAHNGT WALL" FRONT BLEVATION SIDE BLEVATION • Live snow load = 25 psf • Dead load: (1) Roof and Sheathing 14 psf, (2) Rafters = 4 lb/ft • Roof pitch: 5:12 %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 Ib/ft
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