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Structural Analysis by Hand - VBCOA

1 VBCOA Region 5 May 15, 2014 Structural Analysis by Hand2 PresenterBrian Foley, CountyDeputy Building 324 18423 LogisticsExitsRestroomsCell PhonesNo Smoking24 Questions?SURE Go ahead and ask your question!This class is interactive!There are no stupid questions!5 Attendees Inspector Plan reviewer Contractor Engineer Architect Designer Suppliers Attorney6 Objectives Determine loading requirements for joists and beams Apply loads using free body diagrams Calculate moment and deflection Analyze compliance for flexure, shear and deflection Analyze simple steel beam Analyze spread footings37 Assumptions No Structural theory Knowledge of arithmetic and basic algebra Simple loading Uniform loads Point loads at midspan Simple spans Wood, LVL.

Step 7: Deflection Analysis "Sag" a member experiences Analysis is based on live load only Highest at midspan Deflection, ∆ 56 Step 7A: Determine allowable deflection (in) Use Table R301.7 where l = span length of member, in. (span length must …

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2015 Inspection of Fire-Resistance rated floors, celings ...

vbcoa.org

2015 IBC Inspection of Fire-Resistance Rated Floors, Ceilings and Roofs 9 Section 703.3 – Methods for determining fire resistance The required fire-resistance of a building element, component or assembly shall be permitted to be established by any of the following methods or procedures: Designs documented in approved sources.

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member, whichever is more stringent. For sandwich panels used in roofs or walls of sunroom additions or patio covers, the total load deflection shall not exceed L/120. d. Deflection for exterior walls with interior gypsum board finish shall be limited to allowable deflection of H/180. e. d. Refer to Section R703.7.2

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Specification for Structural Steel Buildings

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F4. Allowable Shea 5-4r Stress 9 F5. Transvers 5-5e Stiffeners 0 F6. Built-up 5-5 Members 0 F7. Web-tapered 5-5 Members 0 G. PLATE GIRDER 5-5S 1 G1. Web Slenderness Limitation 5-5s 1 G2. Allowable Bendin 5-5g Stress 1 G3. Allowable Shear Stress with Tensio 5-5n Field Action 2 G4. Transverse Stiffener 5-5s 2 G5. Combined Shear and Tensio 5-5n ...

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WIND & SEISMIC - AWC

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DEFLECTION OF CONCRETE FLOOR SYSTEMS FOR …

ptstructures.com

With respect to allowable values, the deflection of a member is generally expressed in terms of deflection “d” to span “L” ratio, as illustrated in Fig. 2.1-1 for a simply supported member. FIGURE 2.1-1 Deflection Index Expressed in Terms of d/L

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Lateral Load Capacity of Piles - Transportation Research Board

onlinepubs.trb.org

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engineering.purdue.edu

Concepts of Traction and Stress In general, Traction is the distributed force per unit area acting at a point on any (external) surface of a body or a part of a body. Traction is a vector represented with a 3x1 matrix in 3D. Stress is a physical quantity that completely characterizes the distributed internal forces per unit area that develop at a point within a body or a part of a body, at any ...

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STRUCTURAL MEMBER ALLOWABLE DEFLECTION, Member, Deflection, Allowable deflection, Specification for Structural Steel Buildings, Allowable, WIND & SEISMIC, STRUCTURAL, Lateral Load Capacity of Piles, CE -474: Structural Analysis II