author: jack c mccormac

The book is carefully designed so that an instructor can easily teach LRFD or ASD (material exclusively pertaining to ASD is shaded). This text is presented using an easy-to-read, student-friendly style.

The Ninth Edition of this bestselling book continues the successful tradition of earlier editions by introducing the fundamentals of reinforced concrete design in a clear and understandable manner.

... footing six [f′c #6 = 3000 dowels psi (2.65 (normal in.2) weight) were ... concrete has not been intentionally roughened before the column concrete is placed ... rules of thumb, such as the depth of a plain footing must be equal to no ...

This well-known book has been fully updated to conform to the 1999 Load and Resistance Factor (LRFD) Design Specification and to the 2002 edition of the LRFD Manual of Steel Construction.

Presented in an easy-to-read, student-friendly style, the 6th Edition conforms to the latest specifications of the American Institute of Steel Construction (AISC) and AISC Steel Construction Manual.

... instantaneous center of rotation method to be described in Section 13.1.3. However, it is probably too conservative, as it neglects the ductility of the bolts and the advantage of load redistribution. 13.1.2 Reduced Eccentricity Method ...

... DESIGN OF SHORING Wood shores are usually designed as simply supported columns using a modified form of the Euler equation . If the Euler equation is divided by a factor of safety of 3 , and if r is replaced with 0.3 times d ( the least ...

It is also useful as a reference for civil and environmental engineering professionals. This best selling text has been fully updated to conform to the latest American Manual of Steel Construction.

... loads. Using the ASD load combinations from ASCE 7-16, what combined loads can be reasonably expected on this girder? w 30 ft 10 ft Dead load (D): 480 plf Live load (L): 1500 plf Snow load (S): 360 plf Rain load (R): 150 plf SOLUTION ...

... ASCE 7-02. Once the value of qz is determined, it may be used to compute estimated wind pressures at various parts of the building being considered. ASCE 7-02 provides a set of equations for estimating such pressures. The choice of the ...

LRFD Method Jack C. McCormac. Shear center H V T [咁( a ) Figure 10-16 ( b ) H speaking of thin - wall members , although there is really no flowing involved . It refers to the shear per inch of the cross section and ... SHEAR CENTER 303.