Viewing
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Dimensions and loads are viewed in the drawing window through View menu or View frame commands.

Initially, Dimensions view is shown to change the dimensions.  After unit system, dimensions, material properties and loads are specified, loads can be viewed on the drawing window.

Dead loads

Shows the dead loads, consisting of wall and earth self weight loads.  Earth weight on the heel is assumed as dead loads.

Menu: View > Dead loads
Frame command: View Dead loads

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Live loads

Shows the live loads as specified in the Loads.  If no live load is specified then this view is disabled.

Menu: View > Live loads
Frame command: View Live loads

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Soil pressure

Shows the active static soil or earth pressures applied on the wall.  Seismic and passive earth pressure are not shown here.  They are shown on the Seismic loads and Restraints hereinafter.

Soil pressures are assumed applied on the earth surface above the heel, except that no heel is specified and the wall surface is vertical.  Soil pressures consist of horizontal and vertical pressures/forces.  Horizontal pressure is a horizontal soil pressure resulted from the horizontal component of the active earth pressure.  Vertical force is an vertical shearing force resulted from the vertical component of the active earth pressure.

Menu: View > Soil pressure
Frame command: View Soil pressure

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Water pressure

Shows the hydrostatic water pressures applied on the wall.  Seismic earth pressures are not shown here.  They are shown on the Seismic loads hereinafter.

Water pressures can be enabled or disabled through Options > Water menu or Water option frame command.  If water pressures are disabled then this view is disabled.

Menu: View > Water pressure
Frame command: View Water pressure

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Structural loads

View all the structural loads specified in the Loads window.  If no structural load is specified then this view is disabled.

Menu: View > Structural loads
Frame command: View Structural loads

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Impact loads

View all the impact loads specified in the Loads window.  If no impact load is specified then this view is disabled.

Menu: View > Impact loads
Frame command: View Impact loads

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Seismic loads

View the seismic or earthquake loads applied on the wall.  Seismic loads are pseudo-static horizontal loads, consist of accelerated wall self weight, earth on the heel self weight, seismic earth pressure, seismic water pressure and other seismic loads specified in the Loads window.

Seismic loads can be enabled or disabled through Options > Seismic menu or Seismic option frame command.  If seismic loads are disabled then this view is disabled.

Menu: View > Seismic loads
Frame command: View Seismic loads

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Reactions

Shows reactions as resulted from all the applied loads on the wall.  Reactions are assumed applied on the wall base, consisting of vertical and horizontal reactions.  Vertical reaction is an upward pressure partially or fully applied on the wall base.  Horizontal reaction is a horizontal shearing force applied on the wall base.

Downward reaction resulting in soil tension is considered not applicable.  The percentage of upward pressure applied on the wall base is shown on the Status bar.

If the wall is not stable then this view can not be shown.

Menu: View > Reactions
Frame command: View Reactions

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Restraints

Shows the horizontal sliding specified restraints.  The restraints consist of passive toe soil pressure, restraints from adjacent structure, anchors or piles, passive soil pressure on a shear key, base friction and base cohesion. 

Restraints can be enabled or disabled through the Sliding restraints window.  A shear key can be enabled or disabled through Options > Shear key menu or Shear key option frame command.

Menu: View > Restraints
Frame command: View Restraints

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See also:
1.   Enabling or disabling water
2.   Enabling or disabling seismic
3.   Enabling or disabling a shear key
4.   Stability calculation
5.   Soil pressures
6.   Water pressures
  
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