diff options
Diffstat (limited to 'Connections/Shear/Finplate/finplate_calc1.py')
| -rw-r--r-- | Connections/Shear/Finplate/finplate_calc1.py | 67 |
1 files changed, 37 insertions, 30 deletions
diff --git a/Connections/Shear/Finplate/finplate_calc1.py b/Connections/Shear/Finplate/finplate_calc1.py index 5f934c8..c7a776c 100644 --- a/Connections/Shear/Finplate/finplate_calc1.py +++ b/Connections/Shear/Finplate/finplate_calc1.py @@ -153,17 +153,17 @@ def finConn(uiObj): elif min_plate_height > max_plate_height: logger.error(": Minimum required plate height is more than the clear depth of the beam") - logger.warning(": Minimum plate height required is %2.2f mm " % (min_plate_height)) + logger.warning(": Plate height required should be more than %2.2f mm " % (min_plate_height)) logger.warning(": Maximum plate height allowed is %2.2f mm " % (max_plate_height)) logger.info(": Increase the plate thickness") #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: + 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)) + logger.warning(": Plate height required should be more than %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" @@ -282,18 +282,24 @@ def finConn(uiObj): # Design of plate: # Width input (optional) and validation - if bolt_line == 1: - web_plate_w_req = 2 * min_edge_dist - if bolt_line == 2: - web_plate_w_req = gauge + 2 * min_edge_dist + if web_plate_w != 0: + if bolt_line == 1: + web_plate_w_req = 2 * min_edge_dist + end_dist = web_plate_w/2 + if bolt_line == 2: + web_plate_w_req = gauge + 2 * min_edge_dist + end_dist = (web_plate_w - gauge)/2 if web_plate_w == 0: if bolt_line == 1: web_plate_w_req = 2 * min_edge_dist; web_plate_w = web_plate_w_req + end_dist = web_plate_w /2 if bolt_line == 2: web_plate_w_req = gauge + 2 * min_edge_dist; web_plate_w = web_plate_w_req; + end_dist = (web_plate_w - gauge)/2 + # if web_plate_w < web_plate_w_req: # web_plate_w = web_plate_w_req; @@ -376,6 +382,7 @@ def finConn(uiObj): pass else: logger.error(": Weld thickness is not sufficient") + logger.warning(": Minimum weld thickness is required is %2.2f mm " % (weld_t_req)) # End of calculation outputObj = {} @@ -389,9 +396,9 @@ def finConn(uiObj): outputObj['Bolt']['numofrow'] = bolts_one_line outputObj['Bolt']['numofcol'] = bolt_line outputObj['Bolt']['pitch'] = pitch - outputObj['Bolt']['enddist'] = min_edge_dist - outputObj['Bolt']['edge'] = min_edge_dist - outputObj['Bolt']['gauge'] = gauge + outputObj['Bolt']['enddist'] = float(end_dist) + outputObj['Bolt']['edge'] = float(min_edge_dist) + outputObj['Bolt']['gauge'] = float(gauge) outputObj['Weld'] = {} outputObj['Weld']['thickness'] = weld_t_req @@ -410,31 +417,35 @@ def finConn(uiObj): #return outputObj 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: + if bolt_line==1: + 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 or weld_t_req > weld_t: + 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] = "" - else: - return outputObj - elif web_plate_l == (min_plate_height+10) or web_plate_l == ((max_plate_height-10)//10*10): - 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 bolt_line==2: if pitch < min_pitch: for k in outputObj.keys(): for key in outputObj[k].keys(): outputObj[k][key] = "" - + elif 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 or weld_t_req > weld_t: + 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] = "" + else: + + pass + 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: + 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 or weld_t_req > weld_t: for k in outputObj.keys(): for key in outputObj[k].keys(): outputObj[k][key] = "" @@ -448,10 +459,6 @@ def finConn(uiObj): 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 = {} -# -# elif moment_capacity < moment_demand: # outputObj = {} if outputObj['Bolt']['status'] == True: |