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path: root/Connections/Shear/Finplate/finplate_calc1.py
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-rw-r--r--Connections/Shear/Finplate/finplate_calc1.py127
1 files changed, 86 insertions, 41 deletions
diff --git a/Connections/Shear/Finplate/finplate_calc1.py b/Connections/Shear/Finplate/finplate_calc1.py
index 951e3dc..140400f 100644
--- a/Connections/Shear/Finplate/finplate_calc1.py
+++ b/Connections/Shear/Finplate/finplate_calc1.py
@@ -20,19 +20,39 @@ from PyQt4.Qt import QString
import logging
flag = 1
logger = None
-design_logger = None
def module_setup():
global logger
logger = logging.getLogger("osdag.finPlateCalc")
-
-def design_setup():
- global logger
- logger = logging.getLogger("osdag.Design")
-
module_setup()
+# def set_designlogger():
+# global logger
+# logger = logging.getLogger("Designlogger")
+# logger.setLevel(logging.DEBUG)
+#
+# # create the logging file handler
+# fh = logging.FileHandler("fin.log", mode="w")
+#
+# #,datefmt='%a, %d %b %Y %H:%M:%S'
+# #formatter = logging.Formatter('%(asctime)s - %(name)s - %(levelname)s - %(message)s')
+#
+# formatter = logging.Formatter('''
+# <div class="LOG %(levelname)s">
+# <span class="DATE">%(asctime)s</span>
+# <span class="LEVEL">%(levelname)s</span>
+# <span class="MSG">%(message)s</span>
+# </div>''')
+# formatter.datefmt = '%a, %d %b %Y %H:%M:%S'
+# fh.setFormatter(formatter)
+#
+# # add handler to logger object
+# logger.addHandler(fh)
+#
+
+
+
#FUNCTION DEFINITIONS---------------
#BOLT: determination of shear capacity = fu * n * A / (root(3) * Y)
@@ -58,7 +78,7 @@ def web_min_h(shear, fy, thk):
def finConn(uiObj):
-
+ global logger
beam_sec = uiObj['Member']['beamSection']
column_sec = uiObj['Member']['columSection']
connectivity = uiObj['Member']['connectivity']
@@ -110,7 +130,7 @@ def finConn(uiObj):
#logger.error("The length of the plate is more than the available depth of %2.2f mm " % (plate_len))
logger.error(": Chosen web plate thickness is not sufficient" )
- logger.info(" : Minimum required thickness %2.2f mm" % (beam_w_t))
+ 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"
@@ -123,21 +143,34 @@ def finConn(uiObj):
# Height input and check
if web_plate_l == 0:
- web_plate_l = min_plate_height;
+ web_plate_l = min_plate_height +10;
+
if web_plate_l > 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;
+ 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:
- 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"
+ 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:
- 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;
-
+ 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
+
+
+
########################################################################
# Bolt design:
@@ -191,12 +224,13 @@ def finConn(uiObj):
length_avail = (web_plate_l-2*min_edge_dist);
pitch = round(length_avail/(bolts_required-1),3);
+
+
## Calculation of moment demand
- M1 = bolt_shear_capacity * 60;
+ M1 = bolt_shear_capacity * (20+min_edge_dist/2);
# Single line of bolts
if pitch >= min_pitch:
- print "\nComment: Single line of bolt is required"
bolt_line =1;
gauge = 0;
# print " Number of bolt lines = " + str(bolt_line);
@@ -212,7 +246,6 @@ def finConn(uiObj):
# Multi-line of bolts
if pitch < min_pitch:
- print "\nComment: Double line of bolts are required"
bolt_line = 2;
if bolts_required % 2 == 0:
bolts_one_line = bolts_required/2;
@@ -220,8 +253,8 @@ def finConn(uiObj):
bolts_one_line = (bolts_required/2) + 1;
pitch = round(length_avail/(bolts_one_line-1),3);
- gauge = min_gauge;
- M1 = bolt_shear_capacity * (60+gauge/2);
+ gauge = min_gauge;
+ M1 = bolt_shear_capacity * (20+ min_edge_dist + gauge/2);
if pitch >= min_pitch:
K = bolts_one_line / 2;
@@ -235,11 +268,11 @@ def finConn(uiObj):
M2=M2*2;
moment_demand = max(M1,M2);
moment_demand = round(moment_demand * 0.001,3)
-
- # Needs discussion with Sir
+
+ # Needs discussion with Sir
else:
- print "ERROR: Finplate connection is insufficient to carry the external force"
- print "Suggestion: Reduce the external force or change the bolt grade/diameter"
+ logger.error(": Bolt strength is insufficient to carry the shear force")
+ logger.warning (": Increase bolt diameter and/or bolt grade")
####################################################################################
# Design of plate:
@@ -258,8 +291,8 @@ def finConn(uiObj):
web_plate_w_req = gauge + 2 * min_edge_dist;
web_plate_w = web_plate_w_req;
- if web_plate_w < web_plate_w_req:
- web_plate_w = web_plate_w_req;
+ # if web_plate_w < web_plate_w_req:
+ # web_plate_w = web_plate_w_req;
# 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;
@@ -267,10 +300,11 @@ def finConn(uiObj):
# print " Moment capacity = " + str(moment_capacity) + " Nm";
if moment_capacity > moment_demand:
- print " Plate is safe to resist external moment";
+ pass
else:
- print "ERROR: Plate does not have sufficient moment capacity";
- print "Suggestion: Re-design with increased plate dimensions";
+ logger.error(": Plate moment capacity is less than the moment demand")
+
+ logger.warning(": Re-design with increased plate dimensions")
# Plate dimension optimisation
@@ -294,9 +328,12 @@ def finConn(uiObj):
web_plate_l_req = max(web_plate_l_req1, web_plate_l_req2, min_plate_height);
if web_plate_l < web_plate_l_req:
- print "ERROR: Plate height provided is less than the minimum required";
- if web_plate_w < web_plate_w_req:
- print "ERROR: Plate width provided is less than the minimum required";
+ 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")
+ logger.warning(": Minimum plate width required is %2.2f mm " %(web_plate_w_req))
##################################################################################
## Weld design
@@ -329,10 +366,9 @@ def finConn(uiObj):
weld_t_req = weld_t_req;
if weld_t >= weld_t_req:
- print " Weld thickness is sufficient" + "\n\nThe overall fin-plate connection design is safe";
+ pass
else:
- print " ERROR: Weld thickness is not sufficient";
- print "\n\nThe overall fin-plate connection design is not safe";
+ logger.error(": Weld thickness is not sufficient")
# End of calculation
outputObj = {}
@@ -361,10 +397,19 @@ def finConn(uiObj):
outputObj['Plate']['momentcapacity'] = moment_capacity
outputObj['Plate']['height'] = web_plate_l
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]:
+ outputObj[k][key] = ""
+ elif moment_capacity < moment_demand:
+ for k in outputObj.keys():
+ for key in outputObj[k]:
+ outputObj[k][key] = ""
+
return outputObj
-
-
+
generated by cgit (git 2.34.1) at 2024-12-20 10:57:14 +0000