Structures Basics

Information summarized from the Marinaro Document “ARE STRUCTURAL SYSTEMS 101” Pre-Test Outline created by Arch Exam Academy   Leading up to the Exam: Preparation There is the right way, the wrong way and the NCARB way. Before entering the test room decide what to use for span limits.  If you do not, you will waste  See the full article →

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GENERAL STRUCTURES Use the time during the exam tutorial to go over the References they give you. You will not need to remember any of the formulae for Max. Moment, Shear and Deflection that re in the steel manual, they will be given to you on the test. During the tutorial you can write down See the full article →

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Knee Bracing     k-bracing     x-bracing    Stub Girder System    common gable framing   drilled caisson movie  Moment Resisting Frame.   Glued Laminated Beam Needle Beam   Composite Beam     T-Beam   LIFT SLAB CONSTRUCTION      TILT UP CONSTRUCTION WATER JETTING PILES BASIC PILE INSTALLATION DRIVING PILES See the full article →

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Shear Force and Bending Moment Diagrams See the full article →

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"Right Hand Rule" If the force on the beam creates a positive reaction, you can apply the "right hand rule" in which case the reaction about a point creates a clockwise motion about a certain point. An easier way of determining the sign of the bending moment at any section is that upward forces always See the full article →

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Basically, I think you can watch these videos and be pretty much refreshed on your structures--If you feel like you need to take the class again ; ). In this post we have tried to give you a sense of the membership content.  Organized content that you can absorb at your own pace.   Free See the full article →

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Structures Trig Basics The Story of Sohcahtoa http://prezi.com/cwvgfnajrz3s/?utm_campaign=share&utm_medium=copy&rc=ex0share See the full article →

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Terms  Axial loading load distributed along a linear plane (e.g. column, pile, bracing)   Bending moment the sum of (force) * (perpendicular distance) to the left of any location along the span of a beam (or the sum of areas in a shear diagram) = M/S  where, S = bd2/6   Centroid center of gravity See the full article →

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