Built-Up Beam Analysis P1 = 10 kips DL P2= 20 kips Roof LL P2 A 6' 12' 3' B Loc 1 20' +5' C For Load Combination of DL + Roof LL, Determine: 1. The maximum bending stress at Loc 1. 2. The maximum shear stress on the glue at Loc 1. P1 20' 10' D CROSS-SECTION AT LOC 1 HI SECTION VIEW . All lumber is DF/L Grade 2 2x8 All joints are glued

Built-Up Beam Analysis P1 = 10 kips DL P2= 20 kips Roof LL P2 A 6' 12' 3' B Loc 1 20' +5' C For Load Combination of DL + Roof LL, Determine: 1. The maximum bending stress at Loc 1. 2. The maximum shear stress on the glue at Loc 1. P1 20' 10' D CROSS-SECTION AT LOC 1 HI SECTION VIEW . All lumber is DF/L Grade 2 2x8 All joints are glued

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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