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Volume 34, Issue 4
August 1966
Proceedings of the Institution of Civil Engineers Cover Image for Volume 34, Issue 4
Discussion| August 01 1966

DISCUSSION OF 6836, 6837 AND 6892. ULTIMATE STRENGTH OF COMPOSITE BEAMS. PLASTIC BEHAVIOUR OF CONTINUOUS COMPOSITE BEAMS. A PLASTIC COMPOSITE DESIGN. Free

P R BARNARD;
P R BARNARD
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R P JOHNSON;
R P JOHNSON
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J C H FINLINSON;
J C H FINLINSON
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J HEYMAN;
J HEYMAN
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K VAN DALEN;
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A R KEMP;
A R KEMP
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R J MAINSTONE;
R J MAINSTONE
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J C CHAPMAN;
J C CHAPMAN
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C DAVIES;
C DAVIES
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R H WOOD;
R H WOOD
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O A KERENSKY;
O A KERENSKY
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J B MENZIES;
J B MENZIES
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T J UPSTONE;
T J UPSTONE
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A N PROCTER;
A N PROCTER
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L G JOHNSON;
L G JOHNSON
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CP 117
CP 117
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Author & Article Information
Publisher: Emerald Publishing
© Thomas Telford and ICE
1966
Proceedings of the Institution of Civil Engineers (1966) 34 (4): 562–587.
https://doi.org/10.1680/iicep.1966.8869

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First page of DISCUSSION OF 6836, 6837 AND 6892. ULTIMATE STRENGTH OF COMPOSITE BEAMS. PLASTIC BEHAVIOUR OF CONTINUOUS COMPOSITE BEAMS. A PLASTIC COMPOSITE DESIGN.
Keywords:
ULTIMATE, STRENGTH, COMPOSITE, BEAMS, PLASTIC, BEHAVIOUR, CONTINUOUS, DESIGN, CONSTRUCTION, SLABS, TESTS, REINFORCED, CONCRETE, FLOORS, STRENGTH, STIFFNESS, T BEAMS, LOADS, STRESS, STRAIN, SLIP, TRANSVERSE, REINFORCEMENT, CURVES, CODES, CURVATURE, PRACTICE, STUDS, CONNECTORS, MOMENTS, ECONOMICS
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© Thomas Telford and ICE
1966
AN IMPROVED REPRESENTATION OF FLOODING AND DRYING AND WIND STRESS EFFECTS IN A TWO-DIMENSIONAL TIDAL NUMERICAL MODEL
PARTIAL SHEAR CONNECTION IN COMPOSITE BEAMS FOR BUILDINGS.
MEASUREMENT OF OVERBANK FLOW IN A COMPOUND RIVER CHANNEL.
AN UNSTEADY FLOW BORE MODEL FOR SEDIMENT TRANSPORT IN BROKEN WAVES. PART 1: THE DEVELOPMENT OF THE NUMERICAL MODEL.

Suggested Reading

TECHNICAL NOTE. DESIGN CURVES FOR REINFORCED CONCRETE RECTANGULAR AND T-BEAM SECTIONS BASED ON CP 110.
Proceedings of the Institution of Civil Engineers (March,1984)
THE PLASTIC THEORIES FOR THE ULTIMATE STRENGTH OF REINFORCED-CONCRETE BEAMS.
Journal of the Institution of Civil Engineers (December,1943)
DESIGN OF COMPOSITE BEAMS WITH DEEP HAUNCHES.
Proceedings of the Institution of Civil Engineers (January,1972)
TECHNICAL NOTE. A CRITICAL LOOK AT THE RECOMMENDATIONS REGARDING SHEAR IN THE DRAFT UNIFIED CODE.
Proceedings of the Institution of Civil Engineers (May,1972)
PLASTIC BEHAVIOUR OF CONTINUOUS COMPOSITE BEAMS
Proceedings of the Institution of Civil Engineers (October,1965)

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