TM 5-809-3 Masonry Structural Design for Buildings

ARMY TM 5-809-3 NAVY NAVFAC FORCE AFM 88-3, Chap. 3 MASONRYSTRUCTURAL DESIGNFOR BUILDINGSAPPROVED FOR PUBLIC RELEASE; DISTRIBUTION IS UNLIMITEDDEPARTMENTS OF THE ARMY, THE NAVY, AND THE AIR FORCEOCTOBER 1992 REPRODUCTION AUTHORIZATION/RESTRICTIONSThis manual has been prepared by or for the Government and, except to the extent indicatedbelow, is public property and not subject to material included in the manual has been used with the knowledge andpermission of the proprietors and is acknowledged as such at point of use. Anyone wishing to makefurther use of any copyrighted material, by itself and apart from this text, should seek necessarypermission directly from the or republications of this manual should include a credit substantially as follows: Joint Departments of the Army, Navy, and Air Force, TM 5-809-3 /NAVFAC 88-3,Chap.

5-2. Equivalent Wall Thickness for Computing Compression and Shear Stress Parallel to the Wall for Hollow Concrete Masonry Units, Inches. 5-3. Area Effective in Axial Compression and in In-Plane Shear, A e, in2/ft. 5-4. Gross Moment of Inertia and Cracking Moment Strength for Various Widths of CMU Walls. Type S Mortar, f' m = 1350. 5-5.

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  Design, Building, Walls, Shares, Structural, Concrete, Masonry, Masonry structural design for buildings

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