Sale!

Masonry Bearing Wall Design Based on ACI 530-02 & UBC 97

89.00

8.90 Cashback

Description

Total Views : 578 , Today Views : 2 

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

Name of Sheet :- Masonry Bearing Wall Design Based on UBC 97

INPUT DATA & DESIGN SUMMARY

  • TYPE OF MASONRY ( 1=CMU, 2=BRICK )
  • MASONRY STRENGTH
  • REBAR YIELD STRESS
  • SERVICE DEAD LOAD
  • LATERAL LOAD (E/1.4 or W)
  • LATERAL LOAD (E/1.4 or W)
  • THICKNESS OF WALL
  • PARAPET HEIGHT
  • WALL HEIGHT
  • ECCENTRICITY
  • WALL VERT. REINF. (ASV)
  • SEISMIC COEFFICIENT
  • IMPORTANCE FACTOR

ANALYSIS

  • REINF. AREA AT EACH SIDE
  • EFFECTIVE DEPTH
  • WIDTH OF SECTION
  • GROSS MOMENT OF INERTIA
  • CHECK REINFORCING RATIO (UBC 2108.2.4.2)
  • CHECK CAPACITY OF LOAD COMBINATION UBC(12-6), 0.9D+Eh
  • CHECK CAPACITY OF LOAD COMBINATION UBC(12-5), (1.2+0.5CaI)D+0.5L+Eh
  • THE EFFECTIVE AREA OF REINFORCING STEEL IS
  • THE MOMENT AND DEFLECTION AT THE MID-HEIGHT OF THE WALL ARE GIVEN BY
  • THE MOMENT CAPACITY OF THE WALL IS
  • CHECK DEFLECTION LIMITATION BY SEC. 2108.2.4.6
  • CHECK PARAPET BENDING CAPACITY
  • CHECK SHEAR CAPACITY BY SEC. 2108.2.4.5

Additional information

Product Name

Masonry Bearing Wall Design Based on ACI 530-02 & UBC 97

Product Size

789 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 Bearing Wall Design Based on ACI 530-02 & UBC 97”

Your email address will not be published.

No more offers for this product!