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authordeepa-chaudhari2015-06-18 23:16:24 +0530
committerdeepa-chaudhari2015-06-18 23:16:24 +0530
commitaae0a7a8d0f691c3b4408494f663daf1dc42e535 (patch)
treea0f67e3a2478ed3459e4a4cbb6492ae7138eff61 /Connections/Shear/Finplate/finplate_calc1.py
parent7fc9e5a0f77f3cb1225e4d253dc4a640380eed2d (diff)
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Diffstat (limited to 'Connections/Shear/Finplate/finplate_calc1.py')
-rw-r--r--Connections/Shear/Finplate/finplate_calc1.py16
1 files changed, 2 insertions, 14 deletions
diff --git a/Connections/Shear/Finplate/finplate_calc1.py b/Connections/Shear/Finplate/finplate_calc1.py
index 416bb4c..9fc6646 100644
--- a/Connections/Shear/Finplate/finplate_calc1.py
+++ b/Connections/Shear/Finplate/finplate_calc1.py
@@ -102,7 +102,6 @@ def finConn(uiObj):
bolt_planes = 1
dictbeamdata = get_beamdata(beam_sec)
- print dictbeamdata
beam_w_t = float(dictbeamdata[QString("tw")])
beam_f_t = float(dictbeamdata[QString("T")])
beam_d = float(dictbeamdata[QString("D")])
@@ -131,8 +130,6 @@ def finConn(uiObj):
logger.error(": Chosen web plate thickness is not sufficient" )
logger.warning(" : Minimum required thickness %2.2f mm" % (beam_w_t))
-# print "ERROR: Chosen web plate thickness is not sufficient" + "\n Minimum required thickness = " + str(beam_w_t) + "mm";
-# print "\n Suggestion: Re-design with a plate thickness more than the connecting beam web thickness"
# Plate height check
# Maximum/minimum plate height
@@ -147,8 +144,6 @@ def finConn(uiObj):
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:
@@ -156,8 +151,6 @@ def finConn(uiObj):
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:
@@ -165,8 +158,6 @@ def finConn(uiObj):
logger.error(": Plate height provided is less than the minimum required ")
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"
web_plate_l = min_plate_height
else:
if min_plate_height < max_plate_height:
@@ -237,8 +228,6 @@ def finConn(uiObj):
if pitch >= min_pitch:
bolt_line =1;
gauge = 0;
- # print " Number of bolt lines = " + str(bolt_line);
- # print " Pitch distance = " + str(pitch) + " mm" + "\n Gauge distance = " + str(gauge) + " mm";
bolts_one_line = bolts_required;
K = bolts_one_line / 2;
M2=0;
@@ -307,7 +296,6 @@ def finConn(uiObj):
# Moment capacity of web plate
moment_capacity = 1.2 * (web_plate_fy/1.1) * (web_plate_t * web_plate_l * web_plate_l)/6 * 0.001;
moment_capacity = round(moment_capacity * 0.001,3);
- # print " Moment capacity = " + str(moment_capacity) + " Nm";
if moment_capacity > moment_demand:
pass
@@ -463,11 +451,11 @@ def finConn(uiObj):
if outputObj['Bolt']['status'] == True:
logger.info(": Overall finplate connection design is safe \n")
- logger.info(" :===========================================================")
+ logger.debug(" :=========End Of design===========")
else:
logger.error(": Design is not safe \n ")
- logger.info(" :===========================================================")
+ logger.debug(" :=========End Of design===========")
return outputObj