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

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

Problem 1P

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CEE 117 - Third Examination (pac C Meet - CEE 117 (2192) - Thir o x i umindanao.mrooms.net/mod/quiz/attempt.php?attempt=1644233&cmid=755480 New tab Ctrl-T Determine the force in each member of the truss, and state if the members are in tension or New window Ctrl+N compression. New Incognito window Ctrl+Shift+N History Downloads Ctrl+J 600 N Bookmarks Zoom 80% Print. Ctrl+P Cast. Find. Ctrl+F 2 m More tools Edit Cut Copy Paste E Settings 900 N Help Exit b Managed by umindanao.edu.ph 2 m A В 2 m Time left 1:40:06 8:19 AM O 27°C Light rain O 9 ENG 24/09/2021