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

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Description

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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

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