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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.

Allowable shear stress, F’v The maximum shear stress permissible for a specified structural member Units for stress: pounds per square inch lbs/in2 psi 47 Step 6A: Determine F’v (psi) Allowable shear stress “Raw” stress based on wood …

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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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app.aws.org

applicable design specifications. 2.1.2 Allowable Increase. Where the applicable design specifications permit the use of increased stresses in the base metal for any reason, a corresponding increase shall be applied to the allowable stresses given herein, but not to the stress ranges permitted for base-metal or weld metal subject to cyclic loading.

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faculty-legacy.arch.tamu.edu

ARCH 331 Note Set 28.1 Su2014abn 2 Reinforced Masonry Design Structural design standards for reinforced masonry are established by the Masonry Standards Joint Committee consisting of ACI, ASCE and The Masonry Society (TMS), and presents allowable stress design as well as limit state (strength) design.

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Allowable stress design information The load tables in this section were developed for use in NQA projects utilizing allowable stress anchorage design when appropriate per their design basis. The load values were developed based on testing per ACI 355.2 and ASTM E488. Additional information,

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web.engr.uky.edu

- Company design standards will dictate (e.g. Army allows a design unconfined compressive strength (q u) of 1.0 q u for "normal" traffic levels - less than 5 MGT/yr - and design of 0.8 q u when traffic levels exceed 5 MGT.) - Hay recommends factor of safety of 1.5 as applied to an ultimate bearing capacity of < 2.5 q u, thus allowable stress ...

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115 - Food and Agriculture Organization

www.fao.org

Chapter 7 – Structural design 117 The allowable stress in the rope is = 7.5 Therefore: Thus: 60° 30° A B P=5kN T 2 T 1 P Free body diagram T 2 = 2.5 kN T= 4.3 kN

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www.sstusa.com

Step 1. Review the thermal stress contour plot first. The plot is color-coded such that “blue” region denotes areas with the least stress ratios (where stress ratio equals to actual computed stress divided by material allowable stress), “green” region …

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TYPES OF FOUNDATIONS

people.tamu.edu

tensile stress results at the left side. For p max less than allowable soil bearing capacity, no uplift is expected at the left end of the footing, and the center of gravity of the triangular bearing stress distribution coincides with the point of action of load, P. Downward Load = Area of upward triangular stress block x width P = ½ (p max) (3X)W

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Micropiles Design 101 - Structural Engineers

www.sefindia.org

G allowable b D P FS L × × × = − α π AASHTO LRFD Design Table 10.5.5.2.4-1 - Resistance Factors for Geotechnical Resistance of Axially Loaded Micropiles METHOD/SOIL/CONDITION RESISTANCE FACTOR Compression Resistance of Single Micropile, φ stat Side Resistance (Bond Resistance): Presumptive Values 0.55(1) Tip Resistance on Rock O’Neill ...

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freeit.free.fr

50 70-100 To 1.5 stress for A529 steel allows for savings in weight. A529 supersedes A441. A572 Grade 42 42 60 To 6 Similar to A441. Grades 60 and 65 Grade 50 50 65 To 4 not suitable for welded bridges. Grade 60 60 75 To 1.25 Grade 65 65 80 To 1.25 A242 42 63 1.5 to 5 Riveted, bolted, and 46 67 0.75 to 1.5 welded buildings and bridges.

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