By Alan Williams PhD SE FICE C Eng
The Structural Engineering Reference guide prepares you for the NCEES 16-hour Structural Engineering (SE) examination. It offers a complete assessment of structural research and layout equipment regarding vertical and lateral forces. All examination subject matters are coated, and exam-adopted codes and criteria are usually referenced. you are going to find out how to practice ideas through reviewing the 244 instance difficulties, and you'll develop your problem-solving abilities by means of operating the forty four end-of-chapter perform difficulties. each one problem’s whole answer permits you to fee your individual fixing approach.
entry to supportive info is simply as very important as wisdom and problem-solving potency. The Structural Engineering Reference Manual’s thorough index simply directs you to the codes and ideas you'll want throughout the examination. pass references to greater than seven-hundred equations, 60 tables, one hundred ninety figures, eight appendices, and suitable codes will aspect you to extra help fabric if you happen to want it.
- Foundations and conserving Structures
- Lateral Forces (Wind and Seismic)
- Prestressed Concrete
- Reinforced Concrete
- Reinforced Masonry
- Structural Steel
Referenced Codes and Standards
- AASHTO LRFD Bridge layout requisites (AASHTO)
- Building Code standards and Specification for Masonry buildings (TMS 402/602)
- Building Code necessities for Structural Concrete (ACI 318)
- International development Code (IBC)
- Minimum layout lots for constructions and different constructions (ASCE 7)
- National layout Specification for wooden development ASD/LRFD and National layout Specification complement, layout Values for wooden development (NDS)
- North American Specification for the layout of Cold-Formed metal Structural individuals (AISI)
- PCI layout instruction manual: Precast and Prestressed Concrete (PCI)
- Seismic layout guide (AISC 327)
- Special layout Provisions for Wind and Seismic with Commentary (SDPWS)
- Steel development guide (AISC 325)
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Additional resources for Structural Engineering Reference Manual
Nomenclature Ab area of individual bar As area of tension reinforcement Ask area of skin reinforcement per unit height in one side face Ats area of nonprestressed reinforcement in a tie cc clear cover to tension reinforcement db diameter of bar Ec modulus of elasticity of concrete, pﬃﬃﬃﬃ0 33w 1:5 fc c Es modulus of elasticity of reinforcement, 29,000 fr modulus of rupture of concrete, pﬃﬃﬃﬃ 7:5 f c0 fs calculated stress in reinforcement at service loads h overall dimension of member Icr moment of inertia of cracked transformed section, bw(kd)3/3 + nAs(d – kd)2 Ie effective moment of inertia Ig moment of inertia of gross concrete section, bwh3/12 k neutral axis depth factor at service load, qﬃﬃﬃﬃﬃﬃﬃﬃﬃﬃﬃﬃﬃﬃﬃﬃﬃﬃﬃﬃﬃﬃﬃﬃﬃ 2n þ ðnÞ2 À n l span length of beam or one-way slab, projection of cantilever Ma maximum moment in member at stage deflection is required P P I * w w w .
A corbel is a cantilever bracket supporting a load-bearing member. As shown in Fig. 14 and specified in ACI Sec. 8, the shear span-to-depth ratio, a/d, and the ratio of horizontal tensile force to vertical force, Nuc/Vu, are limited to a maximum value of unity. The depth of the corbel at the outside edge of bearing area must not be less than d/2. 14 Corbel Details f R ¼ stress in the equivalent support strut ¼ fT ¼ 1:35 kips=in2 Nuc ⩽ Vu For an unreinforced, bottle-shaped strut with normal weight concrete, the design compressive strength of the concrete in the strut is given by ACI Eq.
Nomenclature Ach area of core of spirally reinforced compression member measured to outside diameter of spiral Ag gross area of concrete section Ast total area of longitudinal reinforcement Cm a factor relating actual moment diagram to an equivalent uniform moment diagram Ec modulus of elasticity of concrete h overall thickness of member Ig moment of inertia of the gross concrete section k effective length factor for compression members length of a compression member lc in a frame, measured from center-to-center of the joints in the frame lu unsupported length of compression member factored moment to be used for design Mc of compression member smaller factored end moment on a M1 compression member, positive if member is bent in single curvature, negative if bent in double curvature P P I * in2 in2 in2 – lbf/in2 in – – ft or in ft or in ft-kips ft-kips w w w .