HP-35s Calculator Program Eccentrically Loaded Connections
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1 Program for HP35s Calculator Page 1 HP-35s Calculator Program Eccentrically Loaded Connections Author: J. E. Charalambides Date: August 18/ J. E. Charalambides Line Instruction Process User Instruction E001 LBL E Establishing the library (E goes for Eccentric Loading) E002 ECCENTRICALLY CLEAR 5 E003 PSE Title: ECCENTRICALLY LOADED CONNECTIONS E004 LOADED Key in using EQN, RCL C, RCL O, etc E005 PSE E006 CONNECTIONS E007 PSE Nomenclature: E008 CLVARS Clear all variables E009 WELDED PLATE E010 PSE E011 INPUT W Input a value other than 0 if Welded E012 x 0? E013 GTO E216 E014 BOLTED PLATE If you allowed value of 0 by default Bolted connection is E015 PSE selected E016 NO OF BOLTS E017 PSE E018 INPUT N Input number of bolts E019 DIST TOP-BOTTM E020 PSE E021 INPUT Y Input distance from Top to Bottom bolt centroid E022 DISTANCE L-R E023 PSE E024 INPUT X Input distance from Left to Right bolt centroid E025 DISTANCE OUT E026 PSE E027 INPUT D Input the distance from the centroid of last bolt to E028 x<>y location of load E029 2 E030 E031 + E032 STO E E033 LOAD E034 PSE E035 INPUT P Input the load Pu E036 E037 STO M E038 MOMENT E039 PSE E040 VIEW M E041 NO COLUMNS E042 PSE E043 6 E044 INPUT C Input the number of columns of bolts E045 GTO E052 E046 6 E047 RCL N E048 RCL C E049 E050 STO R E051 VIEW R E052 E053 x y? GTO E212 E054 x<>y E055 1 E056 - E057 E058 x y? GTO E059
2 E059 PROCESS 5 E060 PSE E061 x>y? E062 GTO E088 E063 RCL N E064 2 E065 E066 5 E067 E068 RCL X E069 4 E070 E071 x^2 E072 E073 STO Z E074 RCL N E075 2 E076 E077 5 E078 E079 RCL X E080 2 E081 E082 x^2 E083 E084 RCL Z E085 + E086 STO Z E087 GTO E149 E088 PROCESS 4 E089 PSE E090 1 E091 - E092 x>y? E093 GTO E113 E094 RCL N E095 2 E096 E097 RCL X E098 6 E099 E100 x^2 E101 E102 RCL N E103 2 E104 E105 RCL X E106 2 E107 E108 x^2 E109 E110 + E111 STO Z E112 GTO E149 E113 PROCESS 3 E114 PSE E115 1 E116 - E117 x>y? E118 GTO E131 E119 RCL N E120 2 E121 E122 3 E123 Program for HP35s Calculator Page 2
3 E124 RCL X E125 2 E126 E127 x^2 E128 E129 STO Z E130 GTO E149 E131 PROCESS 2 E132 PSE E133 1 E134 - E135 x>y? E136 GTO E145 E137 RCL X E138 2 E139 E140 x^2 E141 RCL N E142 E143 STO Z E144 GTO E149 E145 PROCESS 1 E146 PSE E147 CLSTK E148 STO Z E149 RCL R E150 x=0? E151 GTO E153 E152 GTO E157 E153 RCL Z E154 STO H E155 VIEW H E156 GTO E163 E157 RCL Z E158 STO V E159 VIEW V E160 x=0? E161 GTO E163 E162 GTO E172 E163 NO OF ROWS E164 PSE E165 RCL X E166 STO T E167 RCL Y E168 STO X E169 RCL R E170 x=0? E171 GTO E046 E172 CLSTK E173 RCL T E174 STO X E175 RESULTANT E176 PSE E177 RCL H E178 RCL V E179 + E180 2 E181 E182 STO S E183 1/x E184 RCL M E185 E186 RCL Y E187 E188 STO H Program for HP35s Calculator Page 3
4 Program for HP35s Calculator Page 4 E189 CLSTK E190 RCL M E191 RCL X E192 E193 RCL S E194 E195 STO V E196 RCL P E197 RCL N E198 E199 RCL V E200 + E201 STO V E202 x^2 E203 RCL H E204 x^2 E205 + E206 x E207 STO R E208 VIEW R E209 AISC TBL 7-1 E210 PSE E211 GTO E450 E212 BEYOND LIMITS E213 PSE E214 CLSTK E215 GTO E450 E216 ELASTIC METHOD Process for Welded plate starts here Nomenclature: E217 PSE E218 1 D = Distance of Load from end of weld E219 STO W E = Eccentricity E220 INI WIDTH 1 IN J = Centroid on X direction E221 PSE K = Centroid vertical E222 INPUT W E223 DETERMINE X Y E224 PSE E225 DIST TOP-BOTTM Vertical length of weld E226 PSE E227 INPUT Y Input value in variable Y E228 DISTANCE L-R Horizontal length of weld E229 PSE E230 INPUT X Input value in variable X E231 2 WELD LEGS E232 PSE E233 CENTROID X DIR E234 PSE E235 x^2 E236 RCL X E237 2 E238 Total Horizontal Length E239 RCL Y E240 + Adding Vertical Length E241 RCL W Width of weld E242 Area of weld E243 STO A Storing Total Area of weld in variable A E244 E245 STO J Storing centroid X direction in variable J E246 INPUT J Allowing other input for J in case other is given E247 CENTROID Y DIR E248 PSE E249 RCL Y E250 2 E251 E252 STO K E253 INPUT K Allowing other input for K in case other is given
5 E254 DISTANCE OUT Distance from end of weld to location of eccentric load E255 PSE E256 INPUT D Input value at variable D E257 RCL X Solving for Eccentricity E258 RCL J E259 - E260 + E261 STO E Storing eccentricity value in variable E E262 RCL X E263 RCL J E264 - E265 x^2 E266 RCL K E267 x^2 E268 + E269 x E270 STO C E271 VIEW C E272 VIEW E Viewing Eccentricity E273 LOAD (KIPS) E274 PSE E275 INPUT P Input load value in Kips E276 CLSTK Solving for Ix E277 RCL K Distance E278 x^2 Squaring the distance E279 RCL W Width of weld E280 E281 RCL X Length of weld E282 This is the A*d^2 portion of the H weld's Mom of Inertia E283 RCL W E284 3 E285 y^x E286 RCL X E287 E E289 This is the b*h^3 portion of the H weld's Mom of Inertia E290 + Add that to the A*d^2 E291 2 E292 Two legs thus the above has to be doubled E293 RCL Y Depth of the Vertical weld E294 3 E295 y^x E296 RCL W E297 E E299 This is the b*h^3 portion of the V weld's Mom of Inertia E300 + E301 STO U Storing the Ix in variable U E302 STO I Using I to display but U is already stored for Ix E303 I ON X AXIS E304 PSE E305 VIEW I Viewing Ix E306 CLSTK E307 RCL X Solving for Iy E308 2 E309 E310 RCL J E311 - E312 x^2 E313 RCL X E314 E315 RCL W E316 E317 RCL X E318 3 Program for HP35s Calculator Page 5
6 E319 y^x E320 RCL W E321 E E323 E324 + E325 2 E326 E327 STO V E328 CLSTK E329 RCL J E330 x^2 E331 RCL W E332 E333 RCL Y E334 E335 RCL W E336 3 E337 y^x E338 RCL Y E339 E E341 E342 + E343 RCL V E344 + E345 STO V E346 STO I E347 I ON Y AXIS E348 PSE E349 VIEW I Viewing Iy E350 I POLAR Solving for Polar Moment of Inertia E351 PSE E352 RCL U E353 + E354 STO I E355 VIEW I Viewing Polar Moment of Inertia E356 MOMENT KIP-IN E357 PSE E358 RCL P E359 RCL E E360 E361 STO M E362 VIEW M E363 V TORSIONAL E364 PSE E365 RCL C E366 E367 RCL I E368 E369 STO T E370 VIEW T Torsional Shear E371 V FORCE BY ECC E372 PSE E373 RCL X E374 RCL J E375 - E376 E377 RCL C E378 E379 RCL W E380 E381 STO Q E382 VIEW Q Vertical Force caused by the eccentricity E383 H FORCE BY ECC Program for HP35s Calculator Page 6
7 E384 PSE E385 RCL Y E386 RCL K E387 - E388 RCL C E389 E390 RCL T E391 E392 RCL W E393 E394 STO O E395 VIEW O Horizontal Force caused by eccentricity E396 DIRECT SHEAR E397 PSE E398 2 E399 RCL X E400 E401 RCL Y E402 + E403 RCL W E404 E405 1/x E406 RCL P E407 E408 STO A E409 VIEW A Vertical Force caused by the applied load kip/in E410 RESULTANT E411 PSE E412 RCL Q E413 RCL A E414 + E415 RCL W E416 E417 x^2 E418 RCL O E419 RCL W E420 E421 x^2 E422 + E423 x E424 STO R E425 VIEW R E426 SUGGESTED WELD E427 PSE E428 FEXX OF WELD E429 PSE E430 INPUT F E E432 E433 1/x E434 RCL R E435 E436 STO W E437 VIEW W E438 STOP E439 RTN Program for HP35s Calculator Page 7
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