Floor load hatch not shown in loading diagram

Hello,  I am trying to view my load diagram but as seen on the snap below but the hatch usually shown for floor loads is missing.  Please advise on how to fix this or if this has any effect in the calculations. 

STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 05-Aug-22
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 3.434 0 0; 3 7.535 0 0; 4 11.518 0 0; 5 16.491 0 0; 6 20.49 0 0;
7 23.229 0 0; 8 0 0 7.922; 9 3.434 0 7.922; 10 7.535 0 7.922;
11 11.518 0 7.922; 12 16.491 0 7.922; 13 20.49 0 7.922; 14 24.479 0 7.922;
1000 3.434 4.767 7.922; 1001 7.535 4.767 7.922; 1002 11.518 4.767 7.922;
1003 16.491 4.767 7.922; 1004 20.49 4.767 7.922; 1007 9.5265 4.767 7.922;
1008 18.4905 4.767 7.922; 2000 0 8.4 0; 2001 3.434 8.4 0; 2002 7.535 8.4 0;
2003 11.518 8.4 0; 2004 16.491 8.4 0; 2005 20.49 8.4 0; 2006 23.229 8.4 0;
2007 0 8.4 7.922; 2008 3.434 8.4 7.922; 2009 7.535 8.4 7.922;
2010 11.518 8.4 7.922; 2011 16.491 8.4 7.922; 2012 20.49 8.4 7.922;
2013 24.479 8.4 7.922; 2015 9.5265 8.4 7.922; 2017 0 8.4 3.961;
2018 7.535 8.4 3.961; 2019 16.491 8.4 3.961; 2020 20.49 8.4 3.961;
2021 24.479 8.4 0; 2022 3.434 8.4 3.961; 2023 11.518 8.4 3.961;
2024 0 8.4 1.0958; 2025 3.434 8.4 1.0958; 2026 7.535 8.4 1.0958;
2027 11.518 8.4 1.0958; 2028 16.491 8.4 1.0958; 2029 20.49 8.4 1.0958;
2030 4.2874 8.4 3.961; 2031 4.2874 8.4 1.0958; 2032 0.8486 8.4 3.961;
2033 0.8486 8.4 1.0958; 2034 14.0045 8.4 7.922; 2035 14.0045 8.4 3.961;
2036 14.0045 8.4 1.0958; 2037 0.8486 8.4 7.922; 2038 9.5265 8.4 3.961;
2039 7.535 8.4 3.4017; 2040 11.518 8.4 3.4017; 2041 4.2874 8.4 3.4017;
2042 14.0045 8.4 3.4017; 2043 9.5265 8.4 5.28133; 2044 9.5265 8.4 6.60167;
2045 11.518 8.4 5.28133; 2046 11.518 8.4 6.60167; 2047 14.0045 8.4 5.28133;
2048 14.0045 8.4 6.60167; 2049 17.939 8.4 7.922; 2050 17.939 8.4 3.961;
2051 17.939 8.4 1.0958; 2052 18.8812 8.4 7.922; 2053 18.8812 8.4 3.961;
2054 18.8812 8.4 1.0958; 2055 20.49 8.4 5.9415; 2056 18.8812 8.4 5.9415;
2057 24.479 8.4 1.7351; 2058 24.479 8.4 5.2966; 2059 20.49 8.4 1.7351;
2060 20.49 8.4 5.2966; 2062 20.49 4.767 3.961; 2063 5.4845 8.4 7.922;
2082 20.49 0 0.5; 2084 7.535 5.6 0.5; 2085 11.518 5.6 0.5; 2086 16.491 5.6 0.5;
2087 20.49 5.6 0.5; 2089 7.535 8.4 0.5; 2090 11.518 8.4 0.5;
2091 16.491 8.4 0.5; 2092 20.49 8.4 0.5; 2096 20.49 4.767 0.5;
2097 16.491 4.767 0.5; 2098 7.535 4.767 0.5; 2104 7.535 0 0.5;
2106 16.491 0 0.5; 2107 11.518 0 0.5; 2108 7.535 4.767 3.961; 2109 0 4.767 0;
2110 0 4.767 7.922; 2111 3.434 4.767 0; 2112 1.717 4.767 0;
2113 1.717 4.767 7.922; 2114 0 4.767 3.961; 2115 3.434 4.767 3.961;
2116 1.717 4.767 3.961; 2117 0 4.767 1.561; 2118 3.434 4.767 1.561;
2119 1.717 4.767 1.561; 2120 0 4.767 6.761; 2121 3.434 4.767 6.761;
2122 1.717 4.767 6.761; 2123 5.4845 4.767 7.922;
MEMBER INCIDENCES
100 1 2109; 101 3 2002; 102 5 2004; 103 6 2005; 104 7 2006; 105 8 2110;
106 9 1000; 107 10 1001; 108 11 1002; 109 12 1003; 110 13 1004; 111 14 2013;
113 10 1007; 114 12 1008; 115 13 1008; 116 11 1007; 200 1000 2008;
201 1001 2009; 202 1002 2010; 203 1003 2011; 204 1004 2012; 217 1001 2018;
221 1003 2019; 223 1004 2020; 1000 1000 2123; 1001 1001 1007; 1002 1003 1008;
1005 1007 1002; 1006 1008 1004; 2000 2000 2001; 2001 2001 2002; 2002 2002 2003;
2003 2003 2004; 2004 2004 2005; 2005 2005 2006; 2006 2007 2037; 2007 2008 2063;
2008 2009 2015; 2009 2010 2034; 2010 2011 2049; 2011 2012 2013; 2012 2000 2024;
2013 2001 2025; 2014 2002 2089; 2015 2003 2090; 2016 2004 2091; 2017 2005 2092;
2019 2015 2010; 2020 2052 2049; 2021 2017 2007; 2022 2018 2009; 2023 2019 2011;
2024 2020 2060; 2025 2006 2021; 2026 2021 2057; 2027 2022 2008; 2028 2023 2045;
2029 2017 2032; 2030 2022 2030; 2031 2018 2038; 2032 2023 2035; 2033 2019 2050;
2034 2024 2017; 2035 2025 2022; 2036 2026 2039; 2037 2027 2040; 2038 2028 2019;
2039 2029 2059; 2040 2024 2033; 2041 2025 2031; 2042 2026 2027; 2043 2027 2036;
2044 2028 2051; 2045 2030 2018; 2046 2031 2026; 2047 2032 2022; 2048 2033 2025;
2049 2033 2032; 2050 2031 2041; 2051 2034 2011; 2052 2035 2019; 2053 2036 2028;
2054 2036 2042; 2055 2035 2047; 2056 2037 2008; 2057 2032 2037; 2058 2038 2023;
2059 2038 2043; 2060 2039 2018; 2061 2040 2023; 2062 2041 2030; 2063 2042 2035;
2064 2041 2039; 2065 2039 2040; 2066 2040 2042; 2067 2043 2044; 2068 2044 2015;
2069 2045 2046; 2070 2046 2010; 2071 2047 2048; 2072 2048 2034; 2073 2043 2045;
2074 2045 2047; 2075 2044 2046; 2076 2046 2048; 2078 2050 2053; 2079 2051 2054;
2080 2051 2050; 2081 2050 2049; 2082 2052 2012; 2083 2053 2020; 2084 2054 2029;
2085 2054 2053; 2086 2053 2056; 2087 2055 2012; 2088 2056 2052; 2089 2056 2055;
2090 2057 2058; 2091 2058 2013; 2092 2059 2020; 2093 2060 2055; 2094 2059 2057;
2095 2060 2058; 5001 2 2111; 5003 4 2003; 5007 2062 1004; 5009 13 2062;
5010 2063 2009; 5011 1000 2063; 5012 1001 2063; 5013 1001 2015; 5014 1002 2015;
5049 2098 2104; 5050 2085 2107; 5051 2097 2106; 5052 2082 2096; 5055 2089 2026;
5056 2084 2089; 5057 2090 2027; 5058 2085 2090; 5059 2091 2028; 5060 2086 2091;
5061 2092 2029; 5062 2087 2092; 5074 2082 2062; 5075 2096 2062; 5076 2096 2087;
5077 2096 2020; 5078 2097 1003; 5079 2097 2086; 5080 2097 2019; 5081 2098 2108;
5082 2098 2084; 5083 2098 2018; 5098 2108 1001; 5099 2104 2108; 5100 10 2108;
5101 2109 2000; 5102 2110 2007; 5103 2111 2001; 5104 2109 2117; 5105 2111 2118;
5106 2109 2112; 5107 2110 2113; 5109 2112 2111; 5110 2113 1000; 5111 2112 2119;
5112 2114 2120; 5113 2115 2121; 5114 2116 2122; 5115 2114 2116; 5116 2116 2115;
5117 2117 2114; 5118 2118 2115; 5119 2119 2116; 5120 2120 2110; 5121 2121 1000;
5122 2122 2113; 5123 2117 2119; 5124 2119 2118; 5125 2120 2122; 5126 2122 2121;
5127 2123 1001; 5128 9 2123; 5129 10 2123;
START GROUP DEFINITION
FLOOR
_ROOF_DECK 2000 TO 2017 2019 TO 2049 2051 TO 2053 2056 TO 2058 2060 2061 2069 -
2070 2078 2079 2081 TO 2084 2087 2090 TO 2095 5010 5055 5057 5059 5061
_BALTIMORE_4 2036 2037 2042 2043 2046 2050 2054 2064 TO 2066
_OFFICE 5104 TO 5107 5109 TO 5126
_LIQ_RECEIVER3 2067 2071 2073 TO 2076
_LIQ_RECEIVER4 2024 2039 2084 TO 2086 2089 2092 2093
_THERMOSYPHON 2078 TO 2080 2085
END GROUP DEFINITION
DEFINE MATERIAL START
ISOTROPIC STEEL
E 2.05e+08
POISSON 0.3
DENSITY 76.8195
ALPHA 1.2e-05
DAMP 0.03
TYPE STEEL
STRENGTH FY 253200 FU 407800 RY 1.5 RT 1.2
ISOTROPIC DUMMY
E 2.05e+08
POISSON 0.3
ALPHA 1.2e-05
DAMP 0.03
G 7.88462e+07
TYPE STEEL
STRENGTH FY 253200 FU 407800 RY 1.5 RT 1.2
ISOTROPIC CONCRETE
E 2.17185e+07
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-05
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 27579
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
100 104 105 111 5101 5102 TABLE ST W12X53
101 TO 103 106 TO 110 200 TO 204 5001 5003 5103 TABLE ST W12X65
2000 TO 2004 TABLE ST W14X22
2005 TABLE ST W14X38
2012 2021 2025 2026 2034 2090 2091 TABLE ST W24X62
2013 2014 2022 2027 2035 2036 2060 5055 TABLE ST W24X76
2015 TO 2017 2023 2024 2028 2037 TO 2039 2061 2069 2070 2087 2092 2093 5057 -
5059 5061 TABLE ST W24X94
2006 TO 2011 2019 2020 2051 2056 2082 5010 TABLE ST W14X26
113 TO 116 217 221 223 1000 TO 1002 1005 1006 5007 5009 5011 TO 5014 5074 -
5075 5077 5078 5080 5081 5083 5098 TO 5100 5127 TO 5128 -
5129 TABLE ST HSST5X5X0.5
2050 2054 2059 2062 TO 2068 2073 TO 2076 2080 2085 2086 2088 -
2089 TABLE ST W14X30
2029 TO 2033 2045 2047 2052 2058 2078 2083 TABLE ST W14X38
MEMBER PROPERTY AMERICAN
2040 TO 2044 2046 2048 2049 2053 2055 2057 2071 2072 2079 2081 2084 2094 -
2095 TABLE ST W14X30
5050 TO 5052 5058 5060 5062 5076 5079 TABLE ST HSST5X5X0.5
5049 5056 5082 TABLE ST HSST6X6X0.5
5104 5105 5112 5113 5117 5118 5120 5121 TABLE ST W14X43
MEMBER PROPERTY AMERICAN
5106 5107 5109 5110 TABLE ST W16X26
5111 5119 5122 TABLE ST C5X9
5115 5116 5123 TO 5126 TABLE ST W12X16
5114 TABLE ST W5X19
CONSTANTS
BETA 90 MEMB 100 TO 111 200 TO 204 5001 5003 5101 TO 5103
MATERIAL STEEL MEMB 100 TO 111 113 TO 116 200 TO 204 217 221 223 1000 TO 1002 -
1005 1006 2000 TO 2017 2019 TO 2049 2051 TO 2053 2055 TO 2058 2060 2061 2069 -
2070 TO 2072 2078 2079 2081 TO 2084 2087 2090 TO 2095 5001 5003 5007 5009 -
5010 TO 5014 5049 TO 5052 5055 TO 5062 5074 TO 5083 5098 TO 5107 5109 TO 5129
MATERIAL DUMMY MEMB 2050 2054 2059 2062 TO 2068 2073 TO 2076 2080 2085 2086 -
2088 2089
SUPPORTS
1 TO 14 2082 2104 2106 2107 PINNED
MEMBER RELEASE
1000 TO 1002 2007 2008 2014 TO 2017 2029 TO 2033 2040 TO 2044 2049 2055 2057 -
2081 2094 2095 5075 5081 5111 5119 5122 START MPY 0.99 MPZ 0.99
1005 1006 2019 2022 2023 2027 2042 2045 TO 2049 2052 2053 2057 2058 2070 2072 -
2081 2083 2084 2087 2094 2095 5007 5010 5098 5111 5119 5122 -
5127 END MPY 0.99 MPZ 0.99
5056 5058 5060 5062 END FX
MEMBER TRUSS 
113 TO 116 217 221 223 5009 5011 TO 5014 5074 5077 5080 5083 5099 5100 5128 -
5129
DEFINE REFERENCE LOADS
LOAD R1 LOADTYPE Dead  TITLE DL1
SELFWEIGHT Y -1 
LOAD R2 LOADTYPE Dead  TITLE DL2
MEMBER LOAD
5104 TO 5107 5109 5110 5112 5113 5117 5118 5120 5121 UNI GY -12.79
ONEWAY LOAD
_ROOF_DECK ONE -5.38 GY
_OFFICE ONE -3.77 GY
FLOOR LOAD
_BALTIMORE_4 FLOAD -9.95 GY
_LIQ_RECEIVER3 FLOAD -13.27 GY
_LIQ_RECEIVER4 FLOAD -10.06 GY
_THERMOSYPHON FLOAD -6.3 GY
END DEFINE REFERENCE LOADS
FLOOR DIAPHRAGM
DIA 1 TYPE RIG HEI 8.4
DEFINE UBC LOAD
ZONE 0.4 I 1.25 RWX 8.5 RWZ 8.5 STYP 4 NA 1.5 NV 2
REFERENCE LOAD Y
R1 1.0 R2 1.0 
LOAD 1 LOADTYPE Seismic  TITLE EX
UBC LOAD X 1 DEC 1 ACC 0.05
PERFORM ANALYSIS PRINT LOAD DATA
CHANGE
LOAD 2 LOADTYPE Seismic  TITLE EZ
UBC LOAD Z 1 DEC 1 ACC 0.05
PERFORM ANALYSIS PRINT LOAD DATA
CHANGE
LOAD 3 LOADTYPE Dead  TITLE DL1
REFERENCE LOAD
R1 1.0 
LOAD 4 LOADTYPE Dead  TITLE DL2
REFERENCE LOAD
R2 1.0 
LOAD 5 LOADTYPE Live  TITLE LL1
ONEWAY LOAD
_ROOF_DECK ONE -1.9 GY
ONEWAY LOAD
_OFFICE ONE -1.9 GY
******************************************************************************
******************************************************************************
*TABLE 1 - LRFD DESIGN LOAD COMBINATION - FOR STEEL ELEMENTS (BEAMS, COLUMNS,
* BRACINGS) AND STEEL JOINT CONNECTIONS
******************************************************************************
******************************************************************************
LOAD COMB 101 1.4DL
3 1.4 4 1.4 
LOAD COMB 102 1.2DL + 1.6LL
3 1.2 4 1.2 5 1.6 
LOAD COMB 103 1.2DL + F1LL
3 1.2 4 1.2 5 0.5 
* X DIRECTION SEISMIC LOAD COMBO (DIRECT + ORTHOGONAL)
LOAD COMB 104 1.42(DL1 + DL2) + 0.5LL1 + 1.0EX + 0.3EZ
3 1.42 4 1.42 5 0.5 1 1.0 2 0.3 
LOAD COMB 105 1.42(DL1 + DL2) + 0.5LL1 + 1.0EX - 0.3EZ
3 1.42 4 1.42 5 0.5 1 1.0 2 -0.3 
LOAD COMB 106 1.42(DL1 + DL2) + 0.5LL1 - 1.0EX + 0.3EZ
3 1.42 4 1.42 5 0.5 1 -1.0 2 0.3 
LOAD COMB 107 1.42(DL1 + DL2) + 0.5LL1 - 1.0EX - 0.3EZ
3 1.42 4 1.42 5 0.5 1 -1.0 2 -0.3 
* Z DIRECTION SEISMIC LOAD COMBO (DIRECT + ORTHOGONAL)
LOAD COMB 108 1.42(DL1 + DL2) + 0.5LL1 + 1.0EZ + 0.3EX
3 1.42 4 1.42 5 0.5 1 0.3 2 1.0 
LOAD COMB 109 1.42(DL1 + DL2) + 0.5LL1 + 1.0EZ - 0.3EX
3 1.42 4 1.42 5 0.5 1 -0.3 2 1.0 
LOAD COMB 110 1.42(DL1 + DL2) + 0.5LL1 - 1.0EZ + 0.3EX
3 1.42 4 1.42 5 0.5 1 0.3 2 -1.0 
LOAD COMB 111 1.42(DL1 + DL2) + 0.5LL1 - 1.0EZ - 0.3EX
3 1.42 4 1.42 5 0.5 1 -0.3 2 -1.0 
* X DIRECTION SEISMIC LOAD COMBO (DIRECT + ORTHOGONAL)
LOAD COMB 112 0.68(DL1 + DL2) + 1.0EX + 0.3EZ
3 0.68 4 0.68 1 1.0 2 0.3 
LOAD COMB 113 0.68(DL1 + DL2) + 1.0EX - 0.3EZ
3 0.68 4 0.68 1 1.0 2 -0.3 
LOAD COMB 114 0.68(DL1 + DL2) - 1.0EX + 0.3EZ
3 0.68 4 0.68 1 -1.0 2 0.3 
LOAD COMB 115 0.68(DL1 + DL2) - 1.0EX - 0.3EZ
3 0.68 4 0.68 1 -1.0 2 -0.3 
* Z DIRECTION SEISMIC LOAD COMBO (DIRECT + ORTHOGONAL)
LOAD COMB 116 0.68(DL1 + DL2) + 1.0EZ + 0.3EX
3 0.68 4 0.68 2 1.0 1 0.3 
LOAD COMB 117 0.68(DL1 + DL2) + 1.0EZ - 0.3EX
3 0.68 4 0.68 2 1.0 1 -0.3 
LOAD COMB 118 0.68(DL1 + DL2) - 1.0EZ + 0.3EX
3 0.68 4 0.68 2 -1.0 1 0.3 
LOAD COMB 119 0.68(DL1 + DL2) - 1.0EZ - 0.3EX
3 0.68 4 0.68 2 -1.0 1 -0.3 
PERFORM ANALYSIS
CHANGE
******************************************************************************
* TABLE 2 - LRFD DESIGN LOAD COMBINATION - REINFORCED CONCRETE (BEAMS, COLUMNS AND WALLS)
******************************************************************************
LOAD COMB 301 1.4DL
3 1.4 4 1.4 
LOAD COMB 302 1.2DL + 1.6LL
3 1.2 4 1.2 5 1.6 
LOAD COMB 303 1.2DL + F1LL
3 1.2 4 1.2 5 0.5 
* X DIRECTION SEISMIC LOAD COMBO (DIRECT + ORTHOGONAL)
LOAD COMB 304 1.42(DL1 + DL2) + 0.5LL1 + 1.0EX + 0.3EZ
3 1.42 4 1.42 5 0.5 1 1.0 2 0.3 
LOAD COMB 305 1.42(DL1 + DL2) + 0.5LL1 + 1.0EX - 0.3EZ
3 1.42 4 1.42 5 0.5 1 1.0 2 -0.3 
LOAD COMB 306 1.42(DL1 + DL2) + 0.5LL1 - 1.0EX + 0.3EZ
3 1.42 4 1.42 5 0.5 1 -1.0 2 0.3 
LOAD COMB 307 1.42(DL1 + DL2) + 0.5LL1 - 1.0EX - 0.3EZ
3 1.42 4 1.42 5 0.5 1 -1.0 2 -0.3 
* Z DIRECTION SEISMIC LOAD COMBO (DIRECT + ORTHOGONAL)
LOAD COMB 308 1.42(DL1 + DL2) + 0.5LL1 + 1.0EZ + 0.3EX
3 1.42 4 1.42 5 0.5 1 0.3 2 1.0 
LOAD COMB 309 1.42(DL1 + DL2) + 0.5LL1 + 1.0EZ - 0.3EX
3 1.42 4 1.42 5 0.5 1 -0.3 2 1.0 
LOAD COMB 310 1.42(DL1 + DL2) + 0.5LL1 - 1.0EZ + 0.3EX
3 1.42 4 1.42 5 0.5 1 0.3 2 -1.0 
LOAD COMB 311 1.42(DL1 + DL2) + 0.5LL1 - 1.0EZ - 0.3EX
3 1.42 4 1.42 5 0.5 1 -0.3 2 -1.0 
* X DIRECTION SEISMIC LOAD COMBO (DIRECT + ORTHOGONAL)
LOAD COMB 312 1.12(DL1 + DL2) + 1.0EX + 0.3EZ
3 1.12 4 1.12 1 1.0 2 0.3 
LOAD COMB 313 1.12(DL1 + DL2) + 1.0EX - 0.3EZ
3 1.12 4 1.12 1 1.0 2 -0.3 
LOAD COMB 314 1.12(DL1 + DL2) - 1.0EX + 0.3EZ
3 1.12 4 1.12 1 -1.0 2 0.3 
LOAD COMB 315 1.12(DL1 + DL2) - 1.0EX - 0.3EZ
3 1.12 4 1.12 1 -1.0 2 -0.3 
* Z DIRECTION SEISMIC LOAD COMBO (DIRECT + ORTHOGONAL)
LOAD COMB 316 1.12(DL1 + DL2) + 1.0EZ + 0.3EX
3 1.12 4 1.12 1 0.3 2 1.0 
LOAD COMB 317 1.12(DL1 + DL2) + 1.0EZ - 0.3EX
3 1.12 4 1.12 1 0.3 2 1.0 
LOAD COMB 318 1.12(DL1 + DL2) - 1.0EZ + 0.3EX
3 1.12 4 1.12 1 0.3 2 -1.0 
LOAD COMB 319 1.12(DL1 + DL2) - 1.0EZ - 0.3EX
3 1.12 4 1.12 1 -0.3 2 -1.0 
* X DIRECTION SEISMIC LOAD COMBO (DIRECT + ORTHOGONAL)
LOAD COMB 320 0.68(DL1 + DL2) + 1.0EX + 0.3EZ
3 0.68 4 0.68 1 1.0 2 0.3 
LOAD COMB 321 0.68(DL1 + DL2) + 1.0EX - 0.3EZ
3 0.68 4 0.68 1 1.0 2 -0.3 
LOAD COMB 322 0.68(DL1 + DL2) - 1.0EX + 0.3EZ
3 0.68 4 0.68 1 -1.0 2 0.3 
LOAD COMB 323 0.68(DL1 + DL2) - 1.0EX - 0.3EZ
3 0.68 4 0.68 1 -1.0 2 -0.3 
* Z DIRECTION SEISMIC LOAD COMBO (DIRECT + ORTHOGONAL)
LOAD COMB 324 0.68(DL1 + DL2) + 1.0EZ + 0.3EX
3 0.68 4 0.68 2 1.0 1 0.3 
LOAD COMB 325 0.68(DL1 + DL2) + 1.0EZ - 0.3EX
3 0.68 4 0.68 2 1.0 1 -0.3 
LOAD COMB 326 0.68(DL1 + DL2) - 1.0EZ + 0.3EX
3 0.68 4 0.68 2 -1.0 1 0.3 
LOAD COMB 327 0.68(DL1 + DL2) - 1.0EZ - 0.3EX
3 0.68 4 0.68 2 -1.0 1 -0.3 
PERFORM ANALYSIS
CHANGE
******************************************************************************
******************************************************************************
* SEISMIC DRIFT CHECK LOAD COMBINATION - FOR STEEL
******************************************************************************
******************************************************************************
LOAD COMB 201 1.2(DL1 + DL2) + 0.5LL1 + 1.0EX + 0.3EZ
3 1.2 4 1.2 5 0.5 1 1.0 2 0.3 
LOAD COMB 202 1.2(DL1 + DL2) + 0.5LL1 + 1.0EX + 0.3EZ
3 1.2 4 1.2 5 0.5 1 1.0 2 -0.3 
LOAD COMB 203 1.2(DL1 + DL2) + 0.5LL1 - 1.0EX + 0.3EZ
3 1.2 4 1.2 5 0.5 1 -1.0 2 0.3 
LOAD COMB 204 1.2(DL1 + DL2) + 0.5LL1 - 1.0EX + 0.3EZ
3 1.2 4 1.2 5 0.5 1 -1.0 2 -0.3 
LOAD COMB 205 1.2(DL1 + DL2) + 0.5LL1 + 1.0EZ + 0.3EX
3 1.2 4 1.2 5 0.5 2 1.0 1 0.3 
LOAD COMB 206 1.2(DL1 + DL2) + 0.5LL1 + 1.0EZ - 0.3EX
3 1.2 4 1.2 5 0.5 2 1.0 1 -0.3 
LOAD COMB 207 1.2(DL1 + DL2) + 0.5LL1 - 1.0EZ + 0.3EX
3 1.2 4 1.2 5 0.5 2 -1.0 1 0.3 
LOAD COMB 208 1.2(DL1 + DL2) + 0.5LL1 - 1.0EZ - 0.3EX
3 1.2 4 1.2 5 0.5 2 -1.0 1 -0.3 
LOAD COMB 209 0.9(DL1 + DL2) + 1.0EX + 0.3Z
3 0.9 4 0.9 1 1.0 2 0.3 
LOAD COMB 210 0.9(DL1 + DL2) + 1.0EX - 0.3Z
3 0.9 4 0.9 1 1.0 2 -0.3 
LOAD COMB 211 0.9(DL1 + DL2) - 1.0EX + 0.3Z
3 0.9 4 0.9 1 -1.0 2 0.3 
LOAD COMB 212 0.9(DL1 + DL2) - 1.0EX - 0.3Z
3 0.9 4 0.9 1 -1.0 2 -0.3 
LOAD COMB 213 0.9(DL1 + DL2) + 1.0EZ + 0.3EX
3 0.9 4 0.9 2 1.0 1 0.3 
LOAD COMB 214 0.9(DL1 + DL2) + 1.0EZ - 0.3EX
3 0.9 4 0.9 2 -1.0 1 -0.3 
LOAD COMB 215 0.9(DL1 + DL2) - 1.0EZ + 0.3EX
3 0.9 4 0.9 2 1.0 1 0.3 
LOAD COMB 216 0.9(DL1 + DL2) - 1.0EZ - 0.3EX
3 0.9 4 0.9 2 -1.0 1 -0.3 
******************************************************************************
* SERVICE LOAD COMBINATION - FOR FOOTING DESIGN
LOAD COMB 401 1.0(DL1 + DL2) + 1.0(LL1)
3 1.0 4 1.0 5 1.0 
LOAD COMB 402 1.0(DL1 + DL2) + 0.75(LL1) + 0.535EX
3 1.0 4 1.0 5 0.75 1 0.535 
LOAD COMB 403 1.0(DL1 + DL2) + 0.75(LL1) - 0.535EX
3 1.0 4 1.0 5 0.75 1 -0.535 
LOAD COMB 404 1.0(DL1 + DL2) + 0.75(LL1) + 0.535EZ
3 1.0 4 1.0 5 0.75 2 0.535 
LOAD COMB 405 1.0(DL1 + DL2) + 0.75(LL1) - 0.535EZ
3 1.0 4 1.0 5 0.75 2 -0.535 
LOAD COMB 406 0.6(DL1 + DL2) + 0.7EX
3 1.0 4 1.0 1 0.7 
LOAD COMB 407 0.6(DL1 + DL2) - 0.7EX
3 1.0 4 1.0 1 -0.7 
LOAD COMB 408 0.6(DL1 + DL2) + 0.7EZ
3 1.0 4 1.0 2 0.7 
LOAD COMB 409 0.6(DL1 + DL2) - 0.7EZ
3 1.0 4 1.0 2 -0.7 
LOAD COMB 410 1.0(DL1 + DL2) + 1.0(LL1) + 0.71EX
3 1.0 4 1.0 5 1.0 1 0.71 
LOAD COMB 411 1.0(DL1 + DL2) + 1.0(LL1) - 0.71EX
3 1.0 4 1.0 5 1.0 1 -0.71 
LOAD COMB 412 1.0(DL1 + DL2) + 1.0(LL1) + 0.71EZ
3 1.0 4 1.0 5 1.0 2 0.71 
LOAD COMB 413 1.0(DL1 + DL2) + 1.0(LL1) - 0.71EZ
3 1.0 4 1.0 5 1.0 2 -0.71 
******************************************************************************
* ULTIMATE LOAD COMBINATION - FOR FOOTING DESIGN
LOAD COMB 501 1.4(DL1 + DL2)
3 1.4 4 1.4 
LOAD COMB 502 1.2(DL1 + DL2) + 1.6(LL1)
3 1.2 4 1.2 5 1.6 
LOAD COMB 503 1.2(DL1 + DL2) + 0.5LL1
3 1.2 4 1.2 5 0.5 
LOAD COMB 504 1.2(DL1 + DL2) + 0.5LL1 + 1.0EX
3 1.2 4 1.2 5 0.5 1 1.0 
LOAD COMB 505 1.2(DL1 + DL2) + 0.5LL1 - 1.0EX
3 1.2 4 1.2 5 0.5 1 -1.0 
LOAD COMB 506 1.2(DL1 + DL2) + 0.5LL1 + 1.0EZ
3 1.2 4 1.2 5 0.5 2 1.0 
LOAD COMB 507 1.2(DL1 + DL2) + 0.5LL1 - 1.0EZ
3 1.2 4 1.2 5 0.5 2 -1.0 
LOAD COMB 508 0.9(DL1 + DL2) + 1.0EX
3 0.9 4 0.9 1 1.0 
LOAD COMB 509 0.9(DL1 + DL2) - 1.0EX
3 0.9 4 0.9 1 -1.0 
LOAD COMB 510 0.9(DL1 + DL2) + 1.0EZ
3 0.9 4 0.9 2 1.0 
LOAD COMB 511 0.9(DL1 + DL2) - 1.0EZ
3 0.9 4 0.9 2 -1.0 
******************************************************************************
* ALL LOAD COMBINATIONS END HERE
******************************************************************************
PERFORM ANALYSIS
DEFINE ENVELOPE
101 TO 119 ENVELOPE 1000 TYPE STRENGTH
301 TO 327 ENVELOPE 3000 TYPE STRENGTH
201 TO 216 ENVELOPE 2000 TYPE SERVICEABILITY
401 TO 413 ENVELOPE 4000 TYPE SERVICEABILITY
501 TO 511 ENVELOPE 5000 TYPE STRENGTH
END DEFINE ENVELOPE
LOAD LIST 101 TO 119
PRINT STORY DRIFT 0.004460
PRINT DIA CR
PRINT STORY DRIFT
CHECK SOFT STORY ASCE7
*STEEL DESIGN
LOAD LIST ENV 1000
CHANGE
PARAMETER 1
CODE AISC UNIFIED 2010
METHOD LRFD
FYLD 248000 ALL
LZ 7.922 MEMB 2012 TO 2017 2021 TO 2024 2026 TO 2028 2034 TO 2039 2060 2061 -
2069 2070 2087 2090 TO 2093 5055 5057 5059 5061 5104 5105 5112 5113 5117 -
5118 5120 5121
LZ 7.422 MEMB 5007 5075 5078 5081 5098
LZ 3.961 MEMB 2055 2059 2067 2068 2071 2072 2086 2088
LZ 2.8652 MEMB 2036 2037 2050 2054 2060 TO 2063
LZ 3.434 MEMB 2000 2006 2029 2040 2048 2056 5106 5107 5109 5110
LZ 4.101 MEMB 2007 2030 2041 2045 2046 5010
LZ 3.983 MEMB 1001 1005 2008 2019 2031 2058
LZ 4.973 MEMB 2009 2032 2043 2051 TO 2053
LZ 3.999 MEMB 1002 1006 2010 2020 2033 2044 2078 2079 2082 TO 2084
LY 3.961 MEMB 2012 2014 TO 2017 2024 2028 2034 2036 TO 2039 2055 2059 TO 2061 -
2067 TO 2072 2086 TO 2088 2092 2093 5055 5057 5059 5061
LY 7.922 MEMB 2013 2015 2026 TO 2028 2035 2037 2061 2069 2070 2090 2091 5057 -
5078 5104 5105 5112 5113 5117 5118 5120 5121
LY 2.8652 MEMB 2050 2054 2062 2063
LY 3.434 MEMB 2006 2029 2040 2047 2048 2056 5106 5107 5109 5110 5115 5116 -
5123 TO 5126
LY 4.101 MEMB 2030 2041 2045 2046
LY 3.983 MEMB 2031 2058
LY 4.973 MEMB 2009 2032 2043 2051 TO 2053
LY 3.999 MEMB 2010 2020 2033 2044 2078 2079 2082 TO 2084
LZ 8.4 MEMB 5050 5058
LZ 3.633 MEMB 5056 5060 5062 5076 5079 5082
LY 8.4 MEMB 5049 TO 5052 5056 5058 5060 5062 5076 5079 5082
CHECK CODE ALL
STEEL MEMBER TAKE OFF ALL
FINISH