2. Give the reference bending design values for No. 1 Douglas Fir-Larch (DF-L) for the following sizes. List values for Fb and E. Give the NDS table reference.(Based on Breyer 4.16)(a). 2 x 10(b). 12 x 12(C). 4x8(d). 6 x 12 ### Reference Bending Design Values: No. 1 Douglas Fir-Larch (DF-L)---**Objective:**This section aims to provide the reference bending design values for No. 1 Douglas Fir-Larch (DF-L) for various sizes, including values for \( F_b \) and \( E \). Users should refer to the associated NDS (National Design Specification) table reference, as indicated.**Design Values:**For the following sizes, list the values for \( F_b \) (bending design value) and \( E \) (modulus of elasticity) and mention the relevant NDS table reference:#### Sizes:1. **2 x 10**2. **12 x 12**3. **4 x 8**4. **6 x 12****Instructions:**- Review the NDS table associated with No. 1 Douglas Fir-Larch (DF-L).- Identify and list the values of \( F_b \) and \( E \) for the given sizes.- Include the NDS table reference for documentation purposes.*(Based on Breyer 4.16)*---This educational content aims to provide guidance on obtaining and referencing structural design values necessary for engineering and architectural applications. The values cited are underpinned by standard references which ensure structural integrity and compliance with engineering principles.

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2. Give the reference bending design values for No. 1 Douglas Fir-Larch (DF-L) for the following sizes. List values for F and E. Give the NDS table reference. (Based on Breyer 4.16) a. 2 x 10 b. 12 x 12 c. 4x8 d. 6 x 12

2. Give the reference bending design values for No. 1 Douglas Fir-Larch (DF-L) for the following sizes. List values for F and E. Give the NDS table reference. (Based on Breyer 4.16) a. 2 x 10 b. 12 x 12 c. 4x8 d. 6 x 12

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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