2. Calculate the minimum beam width for the beam shown below. The clear cover to the stirrups on all sides is 2 in. The maximum aggregate size in the concrete is 1 in. 2a. What is the effective depth of the section? 2b. What is the minimum beam width of the section? 2c. What is the strength reduction factor and design flexural strength?

2. Calculate the minimum beam width for the beam shown below. The clear cover to the stirrups on all sides is 2 in. The maximum aggregate size in the concrete is 1 in. 2a. What is the effective depth of the section? 2b. What is the minimum beam width of the section? 2c. What is the strength reduction factor and design flexural strength?

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

The floor of a structure is to support 40psf live load and 10psf dead load. The supports will be 2x material 18" 0-c. Design the floor sheathing using APA Structural I rated OSB sheathing.
Need asap Please use this as your reference in the column interaction diagram https://drive.google.com/file/d/1nHpSdtklK-J4MucHxp8GWJ31M9xOSXE2/view?usp=sharing
I hope the solution is clear and detailed
Problem 5.6 A 450 diameter concrete spiral column is to be designed to support a factored axial load of 3200 kN. Clear bar covering is 40 mm and the aggregate size is 25 mm. Use the 2010 NSCP with fc = 28 MPa, fy = 415 MPa, fyt = 415 MPa. Limit the gross steel percentage to 2%. Find the following a) b) c) The mumber of pcs of 28 mm diameter bars for the longitudinal reinforcements. The spacing of the 10 mm diameter spiral reinforcements in mm. Which of the following mostly nearly gives the clear spacing of the main longitudinal reinforcements in mm
For the following floor plan, determine the required flexural strength of interior girder C-D on column line 3, using LRFD only if the floor is used for office space. In addition, you can assume a girder self-weight of 300lb/ft, a uniform dead load of 10 PSF (excluding floor weight) and a 5-inch thick reinforced concrete floor.
Use A992 steel and select a W shape for typical floor beam AB. Assume that the floorslab provides continuous lateral support. The maximum permissible live load deflection is L/180.The service dead loads consist of a 5-inch thick reinforced concrete floor slab (normal weightconcrete), a partition load of 20 psf, and 10 psf to account for suspended ceiling and mechanicalequipment. Don’t forget to check with self-weight. The service live load is 65 psf. You may useAISC Table 3-2 and/or Table 3-10 to check for bending and shear. Use LRFD only.