Check Of Punching Shear in Flat Slabs and Rafts Spreadsheet ACI 318-02
Tag: ACI
Punching Design and Calculation According to ACI318-05 Spreadsheet
Calculation and Checking Of Deflection According to ACI 318M-99 Spreadsheet
Calculation and Checking Of Deflection According to ACI 318M-99 Spreadsheet
Generally, we calculate deflection by taking the double integral of the Bending Moment Equation means M(x) divided by the product of E and I (i.e. Young’s Modulus and Moment of Inertia). … This number defines the distance in which the beam can be deflected from its original position.
ACI Method Of Mix Design Spreadsheet
Isolated Foundation Calculation ACI Spreadsheet
Concrete Box Culvert Design Based on AASHTO and ACI Spreadsheet
Concrete Box Culvert Design Based on AASHTO and ACI Spreadsheet
Concrete Box Culvert Design Based on AASHTO 17th & ACI 318-14
Design Of Monolithic Corbels And Brackets According To ACI 318-99 Spreadsheet
Design Of Monolithic Corbels And Brackets According To ACI 318-99 Spreadsheet
A corbel is a short cantilever projecting out from a column, a wall, or the side of a beam. A corbel is designed to support another member, usually a beam or girder, but may also be used to support a slab. ACI 318 restricts the term “corbel” to a member having span-to-depth ratio which is less than or equal to 1.0.
Design Of Flanged Section With Tension Reinforcement According To ACI 318 Spreadsheet
Design Of Flanged Section With Tension Reinforcement According To ACI 318 Spreadsheet
Wide-flange sections are manufactured in groups with a common set of inner rollers. Within each of these groups, the dimensions and properties are varied by increasing the overall depth of the section (thereby increasing the flange thickness) and then letting the web thickness increase as well.
Design For Torsion And Shear According To ACI 318-99 Spreadsheet
Design For Torsion And Shear According To ACI 318-99 Spreadsheet
Design for Torsion is moment act along the longitudinal axis of the beams, two types of torsion exist in structures first primary or equilibrium torsion as shown inFig. The torsion resistance is provided primarily by closed stirrups and longitudinal bars located near the surface of the member.