# Preliminary Analysis of Continuous Gable Frames

*Charts for the preliminary analysis of continuous gable frames are presented. The study is restricted to two, three, and four equal-span frames of constant cross section subjected to uniformly...*

Stresses Due to Thermal Gradients in Rector Shieldings

*The stresses due to a sudden rise in surface temperature on one side of a fixed ended arch with a rectangular cross-section are evaluated, taking into account the temperature variation...*

Restrained Columns

*Method for determining carrying capacity of restrained columns of constant cross section; failure considered is due to bending about one of principal axes of cross section; application...*

Stability Of Coastal Inlets

*Existing theories of relationship between tidal range, tidal prism, and inlet cross-section are reviewed and compared; existing data on inlets are introduced into discussion, as well as...*

Columns Under Combined Bending and Thrust

*Interaction curves relating axial thrust, applied end bending moment, and slenderness ratio, developed for ultimate carrying capacity of pin ended, wide flange beam columns; assumed symmetrical...*

Stability of Coastal Inlets

*Existing theories of relationship between tidal range, tidal prism, and inlet cross-section are reviewed and compared; existing data on inlets are introduced into discussion, as well as...*

Design of Masonry Walls for Blast Loading

*The arching action theory of masonry walls presented in a previous paper is applied to the problem of blast resistant design. Based on this theory, an equation of motion is developed for...*

The Location of Maximum Principle Stresses

*Location of largest principal stresses and maximum shearing stresses presents special problem in many practical beam applications; cases exist in which stress extrema are induced at intermediate...*

An Analytical and Experimental Study of Helicoidal Girders

*A study of the helicoidal girder, fixed at the ends, subtending a horizontal angle of 180 degrees, and having a slope of 30 degrees is presented. Four girders, each having a different...*

Systematic Changes in the Beds of Alluvial Rivers

*Description of sand wave formations present in alluvial rivers and their variations with respect to river stage; related rise and fall of crossings is also discussed; illustrations prepared...*

Divided Flow Through a Divergent Inlet Conduit

*Determination of characteristics of divided flow phenomena is investigated; one model is conduit with constant cross-section having opening perpendicular to its length; other is conduit...*

A Graphic Solution for Flow in Earth Channels

*Graphical solution utilizing Manning's Formula for design of earth canals with trapezoidal cross sections; graphs were prepared for specific value of coefficient of channel roughness closely...*

Pipeline River Crossings

*In design of underwater crossings primary consideration peculiar to problem are counterbalancing of buoyancy, protection from external damage, and provision of strength to resist structural...*

The Boundary Layer Development in Open Channels

*Development of turbulent boundary layer is analyzed theoretically for case of steady flow in horizontal open channel; problem is solved for rectangular cross section, but same scheme could...*

Lateral Buckling of Plane Framework

*It is generally assumed that truss is equally safe against buckling in and out of its plane if its members have same slenderness ratio in both directions; it is shown that argument may...*

Deflections of Structures in the Inelastic Range

*Simplified determination of deformations and analysis of moments of indeterminate structures in inelastic range; charts relating loads and deformation of rectangular beams are furnished,...*

Dispersion of Longitudinal Waves

*Problem of dispersion of longitudinal waves in elastic rods of infinite lengths and of rectangular cross section is discussed by applying one-dimensional theory of wave propagation based...*

Selection of the Cross Section for a Composite T-Beams

*Approximate method for selecting trial section is applicable to composite beams made with symmetrical rolled steel sections, with steel sections with tension cover plates, or with built-up...*

Ultimate Strength of Short Struts

*Determination of ultimate strength of short struts of any cross section subjected to action of eccentric loads or pure nonsymmetrical bending; analysis is based upon idealized stress-strain...*

Deas Island Tunnel

*Tunnel in Vancouver, BC, has rectangular cross-section to be supported on sand fill jetted under tunnel elements to form uniform support; tunnel is built up of six elements each approximately...*

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