Lecture 5

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Concordia University Portland *

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Civil Engineering

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Oct 30, 2023

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CIVI 390 CIVIL ENGINEERING DESIGN PROJECT Lecture 5: Load calculation Design procedure Department of Building, Civil and Environmental Engineering
Maximum Shear Force at B 2
Maximum Shear Force at B 3
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Calculate the Maximum Bending Moment at B 4
CHBDC – D Method 5 Beam analogy method – loads carried primarily in uniaxial flexure
Load analysis example 6
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Dead Loads – self weight 7
Superimposed Dead Loads 8
Construction Loads 9
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Live Load 10
Live Load 11
Classes of highways 12
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Review of Centroid and Moment of Inertia 13
Centroid 14
Moment of Inertia 15
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Design load estimation 16 • A simply supported two- lane concrete bridge on girder • To be designed according to the Canadian Highway Bridge Design Code (CHBDC, CSA-S6) • The span length is 17.5 m. • 4 concrete girders – 2.3 m apart • Thickness of the slab is 0.2 m (60 mm cover) • 4 concrete diaphragm • Dead load consists of the self wight of the concrete deck and girders, and a 100 mm wearing coat. Weight of the parapet and diaphragms is neglected here. • Live load is CL-625 of CHBDC
Loads 17
Questions? 18
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