diff options
Diffstat (limited to 'Connections/Shear/Finplate/finplate_calc1.py')
| -rw-r--r-- | Connections/Shear/Finplate/finplate_calc1.py | 107 |
1 files changed, 64 insertions, 43 deletions
diff --git a/Connections/Shear/Finplate/finplate_calc1.py b/Connections/Shear/Finplate/finplate_calc1.py index 1882156..24d152d 100644 --- a/Connections/Shear/Finplate/finplate_calc1.py +++ b/Connections/Shear/Finplate/finplate_calc1.py @@ -142,33 +142,36 @@ def finConn(uiObj): min_plate_height = round(min_plate_height,3) # Height input and check - if web_plate_l == 0: - web_plate_l = min_plate_height +10; - - if web_plate_l > max_plate_height : - logger.error(": Height of plate is more than the clear depth of the beam") - logger.warning(": Maximum plate height allowed is %2.2f mm " % (max_plate_height)) - #print "Error: Height of plate is more than the clear depth of the beam" - #print" Maximum plate height allowed is " + str(max_plate_height) + " mm" - web_plate_l = max_plate_height ; - - elif min_plate_height > max_plate_height: - logger.error(": Height of plate is more than the clear depth of the beam") - logger.warning(": Maximum plate height allowed is %2.2f mm " % (max_plate_height)) - - #print "Error: Height of plate is more than the clear depth of the beam" - #print" Maximum plate height allowed is " + str(max_plate_height) + " mm" - web_plate_l = max_plate_height; - - elif min_plate_height > web_plate_l: - - logger.error(": Plate height provided is less than the minimum required ") - logger.warning(": Minimum plate height required is %2.2f mm " % (min_plate_height)) - - # print "\nERROR: Chosen plate height is not sufficient" + "\n Minimum required height = " + str(min_plate_height) + " mm"; - # print "\nSuggestion: Re-design with a different plate height or thickness" - web_plate_l = min_plate_height - + + if web_plate_l != 0: + if web_plate_l > max_plate_height : + logger.error(": Height of plate is more than the clear depth of the beam") + logger.warning(": Maximum plate height allowed is %2.2f mm " % (max_plate_height)) + #print "Error: Height of plate is more than the clear depth of the beam" + #print" Maximum plate height allowed is " + str(max_plate_height) + " mm" + web_plate_l = max_plate_height ; + + elif min_plate_height > max_plate_height: + logger.error(": Height of plate is more than the clear depth of the beam") + logger.warning(": Maximum plate height allowed is %2.2f mm " % (max_plate_height)) + + #print "Error: Height of plate is more than the clear depth of the beam" + #print" Maximum plate height allowed is " + str(max_plate_height) + " mm" + web_plate_l = max_plate_height; + + elif min_plate_height > web_plate_l: + + logger.error(": Plate height provided is less than the minimum required ") + logger.warning(": Minimum plate height required is %2.2f mm " % (min_plate_height)) + + # print "\nERROR: Chosen plate height is not sufficient" + "\n Minimum required height = " + str(min_plate_height) + " mm"; + # print "\nSuggestion: Re-design with a different plate height or thickness" + web_plate_l = min_plate_height + else: + if min_plate_height < max_plate_height: + web_plate_l = min_plate_height +10 + elif min_plate_height >= max_plate_height: + web_plate_l = (max_plate_height-10)//10*10 ; ######################################################################## @@ -322,14 +325,17 @@ def finConn(uiObj): if bolt_line == 2: web_plate_l_req2 = (bolts_one_line-1) * min_pitch + 2 * min_edge_dist; - if web_plate_l == 0 or web_plate_l == min_plate_height or web_plate_l == max_plate_height: - web_plate_l_req = max(web_plate_l_req1, web_plate_l_req2, web_plate_l); - elif web_plate_l > min_plate_height or web_plate_l < max_plate_height: - web_plate_l_req = max(web_plate_l_req1, web_plate_l_req2, min_plate_height); + if web_plate_l == 0 or web_plate_l == min_plate_height or web_plate_l == max_plate_height: + web_plate_l_req = max(web_plate_l_req1, web_plate_l_req2, web_plate_l); + elif web_plate_l > min_plate_height or web_plate_l < max_plate_height: + web_plate_l_req = max(web_plate_l_req1, web_plate_l_req2, min_plate_height); - if web_plate_l < web_plate_l_req: - logger.error(": Plate height provided is less than the minimum required") - + if web_plate_l != min_plate_height +10 or web_plate_l != (max_plate_height-10)//10*10 : + pass + else: + if web_plate_l < web_plate_l_req: + logger.error(": Plate height provided is less than the minimum required") + if web_plate_w < web_plate_w_req: logger.error(": Plate width provided is less than the minimum required") @@ -373,6 +379,7 @@ def finConn(uiObj): # End of calculation outputObj = {} outputObj['Bolt'] ={} + outputObj['Bolt']['status'] = True outputObj['Bolt']['shearcapacity'] = bolt_shear_capacity outputObj['Bolt']['bearingcapacity'] = bolt_bearing_capacity outputObj['Bolt']['boltcapacity'] = bolt_capacity @@ -399,14 +406,29 @@ def finConn(uiObj): outputObj['Plate']['width'] = web_plate_w #return outputObj - if web_plate_l == min_plate_height or web_plate_l == max_plate_height or web_plate_l < web_plate_l_req or web_plate_w < web_plate_w_req: - for k in outputObj.keys(): - for key in outputObj[k].keys(): - outputObj[k][key] = "" - elif moment_capacity < moment_demand: - for k in outputObj.keys(): - for key in outputObj[k].keys(): - outputObj[k][key] = "" + if web_plate_l == min_plate_height+10 or web_plate_l == (max_plate_height-10)//10*10: + if bolt_line==2: + if pitch < min_pitch: + for k in outputObj.keys(): + for key in outputObj[k].keys(): + outputObj[k][key] = "" + else: + return outputObj + else: + if web_plate_l == min_plate_height or web_plate_l == max_plate_height or web_plate_l < web_plate_l_req or web_plate_w < web_plate_w_req: + for k in outputObj.keys(): + for key in outputObj[k].keys(): + outputObj[k][key] = "" + elif moment_capacity < moment_demand: + for k in outputObj.keys(): + for key in outputObj[k].keys(): + outputObj[k][key] = "" + elif bolt_line==2: + if pitch < min_pitch: + for k in outputObj.keys(): + for key in outputObj[k].keys(): + outputObj[k][key] = "" + # if web_plate_l == min_plate_height or web_plate_l == max_plate_height or web_plate_l < web_plate_l_req or web_plate_w < web_plate_w_req: # outputObj = {} # @@ -421,4 +443,3 @@ def finConn(uiObj): - |