2. Determine the force in members FH, FG, EG. BDсt 10m +8 KNFHEG10m + 10m + 10m8 KNdoKI+ 10m +NM10m -Twal4

Answered: Image /qna-images/answer/f93e8d7a-be31-4e29-b36a-d3686a48bec8.jpg

Answered: - 10m 10m 8 KN 10m G 10m 8 KN £↑ I шаг…

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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TABLE 1.2 Minimum Densities for Design Loads from Materials Aluminum Concrete, cinder Concrete, stone Clay, dry Clay, damp Sand and gravel, dry, loose Sand and gravel, wet Masonry, lightweight concrete units Masonry, normal weight units Plywood Steel, cold-drawn Wood, Douglas Fir Wood, Southern Pine Wood, spruce Occupancy or Use Assembly areas and theaters Fixed seats Movable seats Garages (passenger cars only) Office buildings lb/ft³ 170 108 144 63 110 100 120 105 TABLE 1.4 Minimum Live Loads* Lobbies Offices 135 36 492 Storage warehouse Light Heavy 34 37 29 *Minimum Densities for Design Loads from Materials. Reproduced with permission from American Society of Civil Engineers Minimum Design Loads for Buddings and Other Structures, ASCE/SEI 7-16. Copics of this standard may be purchased from ASCE at www.ace org publications lb/ft² kN/m² 27 170 22.6 60 100 40 9.9 173 15.7 18.9 16.5 100 50 21.2 5.7 773 5.3 Live Load 5.8 4.5 kN/m² 2.87 4.79 1.92 4.79 2.40 6.00 11.97 TABLE 1.3 Walls 4-in.…

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