Lateral Load Distribution in One-Way Flat Slabs

Abstract

Results of laboratory model tests, inservice pier tests, classical plate theory, and finite element analyses provide the basis for changes in Military Handbook 1025/1 addressing flat slab pier dock design to distribute truck crane outrigger loads. The concentrated load distribution efficiency of Navy pier slabs can be doubled over current AASHTO allowables. For pier deck designs where large, truck-mounted cranes dominate load requirements, this will result in higher load capacity, longer spans, and less construction material. Further, the verified effectiveness of lateral load distribution would almost double outrigger load-carrying efficiency of current Navy pier decks.

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Document Details

Document Type
Technical Report
Publication Date
May 01, 1991
Accession Number
ADA237199

Entities

People

  • G. E. Warren
  • L. J. Malvar

Organizations

  • Naval Facilities Engineering Service Center

Tags

Communities of Interest

  • Energy and Power Technologies
  • Ground and Sea Platforms
  • Sensors
  • Weapons Technologies

DTIC Thesaurus Topics

  • Civil Engineering
  • Construction
  • Construction Materials
  • Engineering
  • Environmental Protection
  • Failure Mode And Effect Analysis
  • Finite Element Analysis
  • Load Distribution
  • Materials
  • Mechanics
  • Model Tests
  • Modulus Of Elasticity
  • Numerical Analysis
  • Reinforced Concrete
  • Strain Gages
  • Test Facilities
  • Three Dimensional

Readers

  • Aerodynamics/Aeronautics.
  • Naval Architecture and Marine Engineering.
  • Pavement Materials Engineering.