By Tyler Hicks
Imperative moveable reference for all practising civil engineers and studentsNow you will get a unmarried compilation of all crucial civil engineering formulation and equations in a single easy-to-use moveable reference. greater than three-quarters of the fabric in Tyler Hicks Civil Engineering formulation Pocket consultant is within the type of formulation, tables, and graphs, provided in SI and USCS codecs. each one bankruptcy, supplying collections of difficulties and calculations, delivers speedy connection with a well-defined topic:Conversion components for Civil Engineering PracticeBeam FormulasColumn FormulasPiles and Piling FormulasConcrete FormulasTimber Engineering FormulasSurveying FormulasSoil and Earthwork FormulasBuilding and buildings FormulasBridge and Suspension-Cable FormulasHighway and highway FormulasHydraulics and Waterworks formulation
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Extra resources for Civil Engineering Formulas (Pocket Guide)
34 Page 34 Second Pass 12:39 PM 40816 HICKS Mcghp Ch02 34 TLFeBOOK 408 34 10/22/01 12:39 PM Third Pass Page 35 bcj 7/19/01 p. 35 TLFeBOOK 40816_02_p15-51 40816 HICKS Mcghp Ch02 35 Beam formulas. 2 (Continued) 40816_02_p15-51 10/22/01 pb 7/3/01 p. 36 Page 36 Second Pass 12:39 PM 40816 HICKS Mcghp Ch02 36 TLFeBOOK 408 36 10/22/01 12:39 PM Third Pass Page 37 bcj 7/19/01 p. 37 TLFeBOOK 40816_02_p15-51 40816 HICKS Mcghp Ch02 37 Beam formulas. 2 (Continued) 40816_02_p15-51 10/22/01 pb 7/3/01 p. 38 Page 38 Second Pass 12:39 PM 40816 HICKS Mcghp Ch02 38 TLFeBOOK 408 38 10/22/01 12:39 PM Third Pass Page 39 bcj 7/19/01 p.
The formulas in Fig. 1 are valid for both USCS and SI units. Handy formulas for some dozen different types of beams are given in Fig. 2. In Fig. 2, both USCS and SI units can be used in any of the formulas that are applicable to both steel and wooden beams. Note that W ϭ load, lb (kN); L ϭ length, ft (m); R ϭ reaction, lb (kN); V ϭ shear, lb (kN); M ϭ bending moment, lb и ft (N и m); D ϭ deflection, ft (m); a ϭ spacing, ft (m); b ϭ spacing, ft (m); E ϭ modulus of elasticity, lb/in2 (kPa); I ϭ moment of inertia, in4 (dm4); Ͻ ϭ less than; Ͼ ϭ greater than.
By the definition of stiffness, this moment equals that shown at the left end of Fig. 9b. The carryover to the right end is shown as the top formula on the right-hand side of Fig. 9b. By using the law of reciprocal deflections, we obtain the end moments of the deflected beam in Fig. 2) TLFeBOOK 40816_02_p15-51 10/22/01 pb 7/3/01 p. 28 Page 28 Second Pass 12:39 PM 40816 HICKS Mcghp Ch02 28 TLFeBOOK 408 28 10/22/01 12:39 PM Third Pass Page 29 bcj 7/19/01 p. 2 Beam formulas. (From J. ) 40816_02_p15-51 10/22/01 pb 7/3/01 p.