Additional Loads Enter the number of data lines. Enter data for each line. COPY ADDITIONAL LOAD ID Using the pull-down list, the user can select additional load Id number to copy, and then click the Copy button. COPY BUTTON This will fill in all the additional load information from the copied additional load Id. It is presumed that one of the items will be modified to make this entry unique from the copied additional load Id. After the Copy button is clicked, the user can <TAB> through each entry and modify the information to make the item unique from the copied line. NO. OF DATA LINES The number of data lines which are necessary to call out the additional items. FRAME LOAD The program to consider the design loads specified. EW_L for endwall design left EW_R for endwall design right EW_* for both endwalls ROOF for roof design RF_1 for rigid frame design 1 RF_2 for rigid frame design 2 RF_3 for rigid frame design 3 RF_4 for rigid frame design 4 RF_5 for rigid frame design 5 RF_6 for rigid frame design 6 RF_* for rigid frame design 1 through 6 BRAC for longitudinal bracing SURFACE/COLUMN The surface number that the load is applied to, or use the column ID number for interior endwall or interior rigid frame columns. Exterior rigid frame columns and rafters require surface numbers. The left most surface is Surface number 1. Column Id number 1 is the left corner column for endwalls and the left most interior column for rigid frames. Using a surface number equal to 0 for a roof design load will result in a concentrated (Load Type C) load or a distributed (Load Type D) load being applied to all roof surfaces.
Additional LoadsEnter the number of data lines.Enter data for
each line.COPY ADDITIONAL LOAD IDUsing the pull-down list, the user
can select additional load Id number to copy, and then click the
Copy button. COPY BUTTONhis will fill in all the additional load
information from the copied additional load Id.It is presumed that
one of the items will be modified to make this entry uni!ue from
the copied additional load Id.After the Copy button is clicked, the
user can "A#$ through each entry and modify the information to make
the item uni!ue from the copied line. NO. OF DATA LINEShe number of
data lines which are necessary to call out the additional items.
FRAME LOADhe program to consider the design loads specified.
E%&L for endwall design leftE%&' for endwall design
rightE%&( for both endwalls'))* for roof design'*&+ for
rigid frame design +'*&, for rigid frame design ,'*&- for
rigid frame design -'*&. for rigid frame design .'*&/ for
rigid frame design /'*&0 for rigid frame design 0'*&( for
rigid frame design + through 0#'AC for longitudinal bracing
SURFACE/COLUMNhe surface number that the load is applied to, or use
the column I1 number for interior endwall or interior rigid frame
columns.E2terior rigid frame columns and rafters re!uire surface
numbers.he left most surface is 3urface number +.Column Id number +
is the left corner column for endwalls and the left most interior
column for rigid frames.Using a surface number e!ual to 4 for a
roof design load will result in a concentrated 5Load ype C6 load or
a distributed 5Load ype 16 load being applied to all roof surfaces.
%hen #'AC frame type is used, then this represents wall Id.%all Id+
left endwall, front sidewall- right endwall. back sidewallBASIC
LOADhe load type for which this basic load is a part of.he load
will be applied using the coefficient for the design loads section
of the design program input file.%hen the coefficient is +.44 the
full basic load is applied with the full regular basic load. 1EA1
for load to apply with all dead load casesC)LLA for load to apply
with all collateral load cases.LI7E for load to apply with all li8e
load cases.51o not use for floor beams.Instead use 'igid *rame
Input line6.39)% for load to apply with all snow load cases.%I91L+
for load to apply with all wind from the left, case one load cases
5'*1E3 and E%1E36.%I91'+ for load to apply with all wind from the
right, case one load cases 5'*1E3 and E%1E36.%I91L, for load to
apply with all wind from the left, case two load cases 5'*1E3 and
E%1E36.%I91', for load to apply with all wind from the right, case
two load cases 5'*1E3 and E%1E36.%I91: for load to apply with wind
pressure case in endwall column design 5E%1E36.%I913 for load to
apply with wind suction case in endwall column design 5E%1E36.3EI3
for load to apply with all seismic load cases.5Apply only
hori;ontal loads with positi8e sign6.%I91L for longitudinal bracing
5#'AC6 wind load in the direction as positi8e from the left%I91'
for longitudinal bracing 5#'AC6 wind load in the direction as
positi8e from the right3EI3L for longitudinal bracing 5#'AC6
seismic load in the direction as positi8e from the left3EI3' for
longitudinal bracing 5#'AC6 seismic load in the direction as
positi8e from the right LOAD TYPEhe load type for each entry. C for
concentrated surface load 5'*1E3, e2terior columns or rafters and
E%1E3, rafters6 or for a concentrated purlin load 5'))*1E36.1 for
distributed surface load 5'*1E36 or distributed rafter 5E%1E36 or
purlin load 5'))*1E36.I for concentrated endwall column load
5E%1E36 or concentrated rigid frame interior column load
5'*1E36.Left corner column is Column Id number + for E%1E3 and left
most interior column is Column Id number +for '*1E3.% for
distributed endwall column load 5E%1E36 or distributed rigid frame
interior column load 5'*1E36.' for longitudinal bracing load 5#'AC6
that is transferred to the ea8e* for longitudinal bracing load
5#'AC6 that is transferred to the floor or base Fx / W1he
hori;ontal force for concentrated loads or distributed load
starting 8alue.:ositi8e force is to the right for concentrated load
and outward for distributed load. *or I#C
