Sale!

Masonry Column Design Based on ACI 530-02 & UBC 97

79.00

7.90 Cashback

Description

Total Views : 971 , Today Views : 3 

Name of Sheet :-Masonry Column Design Based on ACI 530-02

Name of Sheet :- Masonry Column Design Based on UBC 97

INPUT DATA & DESIGN SUMMARY

  • SPECIAL INSPECTION ( 0=NO, 1=YES )
  • TYPE OF MASONRY ( 1=CMU, 2=BRICK )
  • MASONRY STRENGTH
  • REBAR YIELD STRESS
  • LOAD TYPE ( 1=SEISMIC, 0=WIND, 5=GRAVITY)
  • SERVICE AXIAL LOAD
  • SERVICE SHEAR LOAD
  • MOMENT AT MIDHEIGHT
  • EFFECTIVE WIDTH
  • EFFECTIVE DEPTH
  • EFFECTIVE HEIGHT
  • VERTICAL REINF. (EACH SIDE)
  • HORIZ. TIES

ANALYSIS

  • TOTAL REINFORCEMENT AREA
  • EFFECTIVE COLUMN AREA
  • NET EFFECTIVE MOMENT OF INERTIA
  • RADIUS OF GYRATION
  • MASONRY ELASTICITY MODULUS
  • STEEL ELASTICITY MODULUS
  • CHECK VERTICAL REINFORCEMENT LIMITATION (ACI 530, 2.1.6.4)

THE ALLOWABLE STRESS DUE TO AXIAL LOAD ONLY IS

THE MAX. REINF. STRESS COMBINED AXIAL & FLEXURE IS

THE SHEAR DESIGN MAY BE DETERMIND FROM THE FOLLOWING EXPRESSION

Additional information

Product Name

Masonry Column Design Based on ACI 530-02 & UBC 97

Product Size

555 KB

Format

File Format

DEPARTMENT/COURSE

File Category

Need For

ACI 530-02, E-tabs Software, SAP2000, Softweres, Stadd PRO, UBC 97

Product Type

Provided By

Bush RC (NIT Agartala)

Uploaded By

Roop Chandra

Languages

English

Reviews

There are no reviews yet.

Be the first to review “Masonry Column Design Based on ACI 530-02 & UBC 97”

Your email address will not be published. Required fields are marked *

No more offers for this product!