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report.py
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report.py
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#! /Users/tsuno/.pyenv/shims/python3
# -*- coding:utf-8 -*-
import os, sys
#import Image
#import urllib2
#from cStringIO import StringIO
#zipアーカイブからファイルを読み込むため。通常は必要ないはず。
#sys.path.insert(0, 'reportlab.zip')
import reportlab
from reportlab.pdfgen import canvas
from reportlab.pdfbase import pdfmetrics
from reportlab.pdfbase.ttfonts import TTFont
from reportlab.lib.units import cm
#
import linecache
#
class Report():
def __init__(self):
#self.FONT_NAME = "Helvetica"
self.FONT_NAME = "GenShinGothic"
GEN_SHIN_GOTHIC_MEDIUM_TTF = "./fonts/GenShinGothic-Monospace-Medium.ttf"
# フォント登録
pdfmetrics.registerFont(TTFont('GenShinGothic', GEN_SHIN_GOTHIC_MEDIUM_TTF))
#font_size = 20
#c.setFont('GenShinGothic', font_size)
########################################################################
# 文字と画像を配置
def create_row(self,c, index, data):
y_shift = -240 * index
#y_shift = -180 * index
c.setFont(self.FONT_NAME, 9)
"""
for i in range(0,len(data)):
# txt
c.drawString(300, 720-(i-1)*10 + y_shift, data[i])
"""
c.drawString(55, self.ypos(0,y_shift), data[0].encode('utf-8'))
c.drawString(55, self.ypos(1,y_shift), data[1].encode('utf-8'))
# Slab Condition
#lx = "{:.2f}".format(float(data[2]))
#ly = "{:.2f}".format(float(data[3]))
hh1 = data[2]
bb1 = data[3]
tw1 = data[4]
tf1 = data[5]
rr1 = data[6]
# Sub Beam Member size
hh2 = data[7]
bb2 = data[8]
tw2 = data[9]
tf2 = data[10]
rr2 = data[11]
#
ll = data[12]
ds = data[13]
#
# Condition
## By Combo
bound = data[14]
fixtype = data[15]
##
qv = data[16]
lb = data[17]
fac = data[18]
studfac = data[19]
#
# Connection
htbsize = data[20]
friction = data[21]
#
n21 = data[22]
n22 = data[23]
n23 = data[24]
#
xpitch = data[25]
ypitch = data[26]
htbe = data[27]
#
tg = data[28]
gassettype = data[29]
stud = data[30]
#
# Material
sigy1 = data[31]
sigy2 = data[32]
sigyg = data[33]
htbm = data[34]
#
conc = data[35]
fc = data[36]
gamma = data[37]
#
#result
sa = data[38]
ff = data[39]
#
# HTB
e = data[40]
mm = data[41]
qvbar = data[42]
nnbar = data[43]
zb = data[44]
mmbyzb = data[45]
qbmax = data[46]
qa = data[47]
sfqb = data[48]
htbjudge = data[49]
#
# Gasset Plate
e2 = data[50]
mdg = data[51]
reqd = data[52]
# Stud bolt
qs = data[53]
qe = data[54]
sfqe = data[55]
# stiffness
dm = data[56]
dv = data[57]
dtotal = data[58]
kk = data[59]
kd = data[60]
sfkd = data[61]
kdjudge = data[62]
# Design Condition
c.drawString(55, self.ypos(3,y_shift),
"大梁: H-" + hh1 + "x" + bb1 + "x"\
+ tw1 + "x" + tf1 + "x" + rr1\
)
c.drawString(170, self.ypos(3,y_shift),
"F=" + sigy1 + "N/mm2"\
)
c.drawString(55, self.ypos(4,y_shift),
"小梁: H-" + hh2 + "x" + bb2 + "x"\
+ tw2 + "x" + tf2 + "x" + rr2\
)
c.drawString(170, self.ypos(4,y_shift),
"F=" + sigy2 + "N/mm2"\
)
c.drawString(55, self.ypos(6,y_shift),
"設計条件"\
)
#
c.drawString(60, self.ypos(7,y_shift),
"横補剛長:" \
)
c.drawString(160, self.ypos(7,y_shift),
"L=" + ll + "m"\
)
#
c.drawString(60, self.ypos(8,y_shift),
"小梁レベル差:"\
)
c.drawString(160, self.ypos(8,y_shift),
"ds =" + ds + "mm"\
)
#
c.drawString(60, self.ypos(9,y_shift),
"小梁の取付き:"\
)
if bound == "0":
c.drawString(160, self.ypos(9,y_shift),
"片側" \
)
elif bound == "1":
c.drawString(160, self.ypos(9,y_shift),
"両側" \
)
else:
print("error bound")
#
c.drawString(60, self.ypos(10,y_shift),
"フランジの上部拘束:"\
)
if fixtype == "0":
c.drawString(160, self.ypos(10,y_shift),
"拘束あり" \
)
elif fixtype == "1" :
c.drawString(160, self.ypos(10,y_shift),
"拘束なし" \
)
else:
print("error bound")
#
c.drawString(60, self.ypos(11,y_shift),
"小梁の長期せん断力:"\
)
c.drawString(160, self.ypos(11,y_shift),
"Qv=" + qv + "kN" \
)
#
c.drawString(60, self.ypos(12,y_shift),
"横補剛区間:"\
)
c.drawString(160, self.ypos(12,y_shift),
"lb=" + lb + "m" \
)
#
c.drawString(60, self.ypos(13,y_shift),
"集中横力の係数"\
)
c.drawString(160, self.ypos(13,y_shift),
"F=" + fac + "xσy・A/2" \
)
#
c.drawString(60, self.ypos(14,y_shift),
"スタッドのせん断耐力"\
)
c.drawString(160, self.ypos(14,y_shift),
"qs=" + studfac + "x終局耐力" \
)
#
c.drawString(250, self.ypos(6,y_shift),
"JOINT"\
)
c.drawString(260, self.ypos(7,y_shift),
gassettype + "-" + tg + "(" + sigyg + "N/mm2)" \
)
c.drawString(260, self.ypos(8,y_shift),
"HTB." + n21 + "+" + n22 + "+" + n23 + "-" + htbsize +\
"(" + htbm + ")"\
)
c.drawString(260, self.ypos(9,y_shift),
" /px:@" + xpitch + ",py:@" + ypitch + ",e:" + htbe\
)
#
c.drawString(250, self.ypos(11,y_shift),
"スタッド"\
)
if fixtype == "1":
c.drawString(320, self.ypos(11,y_shift), "/使用しない" )
c.drawString(260, self.ypos(12,y_shift),
"頭付きスタッド:φ" + stud \
)
c.drawString(260, self.ypos(13,y_shift),
"コンクリート種別:" + conc \
)
c.drawString(260, self.ypos(14,y_shift),
"Fc=" + fc + "N/mm2"\
)
c.drawString(260, self.ypos(15,y_shift),
"γ=" + gamma + "kN/m3"\
)
#
c.drawString(250, self.ypos(17,y_shift),
"外力"\
)
c.drawString(260, self.ypos(18,y_shift),
"A=" + sa + "cm2"\
)
c.drawString(260, self.ypos(19,y_shift),
"F=" + ff + "kN"\
)
#
c.drawString(390, self.ypos(0,y_shift),
"- ボルトの設計"\
)
c.drawString(400, self.ypos(1,y_shift),"e=")
c.drawString(430, self.ypos(1,y_shift),
e + "m")
c.drawString(470, self.ypos(1,y_shift),"M=")
c.drawString(500, self.ypos(1,y_shift),
mm + "kN.m")
c.drawString(400, self.ypos(2,y_shift),"Qv/n=")
c.drawString(430, self.ypos(2,y_shift),
qvbar + "kN")
c.drawString(470, self.ypos(2,y_shift),"F/n=")
c.drawString(500, self.ypos(2,y_shift),
nnbar + "kN")
c.drawString(400, self.ypos(3,y_shift),"Zb=")
c.drawString(430, self.ypos(3,y_shift),
zb + "m")
c.drawString(470, self.ypos(3,y_shift),"M/Zb=")
c.drawString(500, self.ypos(3,y_shift),
mmbyzb + "kN")
c.drawString(400, self.ypos(4,y_shift),"Qb=")
c.drawString(430, self.ypos(4,y_shift),
qbmax + "kN")
c.drawString(470, self.ypos(4,y_shift),"Qa=")
c.drawString(500, self.ypos(4,y_shift),
qa + "kN")
c.drawString(400, self.ypos(5,y_shift),"Qb/Qa=")
c.drawString(430, self.ypos(5,y_shift),
sfqb )
c.drawString(530, self.ypos(5,y_shift),"---" + htbjudge)
#
#
c.drawString(390, self.ypos(7,y_shift),
"- ガセットプレートの必要せい"\
)
c.drawString(400, self.ypos(8,y_shift),"e=")
c.drawString(430, self.ypos(8,y_shift),
e2 + "m")
c.drawString(470, self.ypos(8,y_shift),"M=")
c.drawString(500, self.ypos(8,y_shift),
mdg + "kN.m")
c.drawString(400, self.ypos(9,y_shift),"Qe/Qa=")
c.drawString(430, self.ypos(9,y_shift),
reqd + "mm以上")
#
#
c.drawString(390, self.ypos(11,y_shift),
"- スタッドボルトの必要本数"\
)
c.drawString(400, self.ypos(12,y_shift),"Qe=")
c.drawString(430, self.ypos(12,y_shift),
qe + "kN")
c.drawString(470, self.ypos(12,y_shift),"qs=")
c.drawString(500, self.ypos(12,y_shift),
qs + "kN")
c.drawString(400, self.ypos(13,y_shift),"Qe/qs=")
c.drawString(430, self.ypos(13,y_shift),
sfqe + "本")
#
#
c.drawString(390, self.ypos(15,y_shift),
"- 補剛剛性の確認"\
)
c.drawString(400, self.ypos(16,y_shift),"dm=")
c.drawString(430, self.ypos(16,y_shift),
dm + "mm")
c.drawString(470, self.ypos(16,y_shift),"dv=")
c.drawString(500, self.ypos(16,y_shift),
dv + "mm")
c.drawString(400, self.ypos(17,y_shift),"d=")
c.drawString(430, self.ypos(17,y_shift),
dtotal + "m")
c.drawString(400, self.ypos(18,y_shift),"K=F/d=")
c.drawString(470, self.ypos(18,y_shift),
kk + "N/mm")
c.drawString(400, self.ypos(19,y_shift),"Kd=5.0σyA/2lb=")
c.drawString(470, self.ypos(19,y_shift),
kd + "N/mm")
c.drawString(400, self.ypos(20,y_shift),"Kd/K=")
c.drawString(430, self.ypos(20,y_shift),
sfkd )
c.drawString(530, self.ypos(20,y_shift),"---" + kdjudge)
#
# c.drawString(260, self.ypos(2,y_shift),
# "fc = "
# )
"""
for i in range(2,len(data)):
# txt
#c.drawString(300, 720-(i-1)*10 + y_shift, data[i])
c.drawString(500, 720-(i-1)*10 + y_shift, data[i])
"""
# png
#imagefile=self.boundimage(ind_bound)
#c.drawImage(imagefile, 70, y_shift + 540, width=5*cm , preserveAspectRatio=True)
def boundimage(self,index):
if index == 0 or index == 1: # ４辺固定
image_data = "./images/4sideFix.jpg"
elif index == 2: # ３辺固定
image_data = "./images/m3_1.jpg"
elif index == 3:# ３辺固定
image_data = "./images/m3_2.jpg"
elif index == 4:# ２辺固定
image_data = "./images/m2.jpg"
elif index ==5: # 4辺支持
image_data = "./images/m4pin.jpg"
elif index ==6: # 3辺支持長辺支持
image_data = "./images/m3_1pin.jpg"
elif index ==7: # ３辺固定短辺支持
image_data = "./images/m3-1pin2.jpg"
elif index ==8: # 2辺固定2辺支持
image_data = "./images/m2_2pin.jpg"
elif index ==9: # 2辺固定2辺支持
image_data = "./images/m2_2pin2.jpg"
elif index ==10: # 2辺固定2辺支持
image_data = "./images/m2_2pin3.jpg"
elif IdBound ==11: # 短辺1辺固定3辺支持
image_data = "./images/m1-3pin1.jpg"
elif IdBound ==12: # 長辺1辺固定3辺支持
image_data = "./images/m1-3pin2.jpg"
else:
print("Error report/def")
return image_data
def ypos(self,ipos,y_shift):
return 730-(ipos-1)*10 + y_shift
########################################################################
# pdfの作成
def print_page(self, c, index, nCase):
#タイトル描画
c.setFont(self.FONT_NAME, 20)
#c.drawString(50, 795, u"Design of the twoway slab")
c.drawString(50, 795, u"横補剛接合部の設計")
#グリッドヘッダー設定
xlist = [40, 380, 560]
ylist = [760, 780]
c.grid(xlist, ylist)
#sub title
c.setFont(self.FONT_NAME, 12)
c.drawString(55, 765, u"符号")
c.drawString(390, 765, u"設計")
#データを描画
########################################################################
#for i, data in range(0,int(nCase)):
for i in range(0,nCase):
# f = open(inputf[index+i],'r')
"""
tmpData = []
while True:
line = f.readline()
if line:
if line != '\n':
tmpData.append(line.replace('\n',''))
else:
tmpData.append('')
else:
break
"""
line = linecache.getline('./db/rcslab.txt', index+i+1 )
data = line.split(', ')
linecache.clearcache()
#f.close()
#data = tmpData
self.create_row( c, i, data )
#最後にグリッドを更新
ylist = [40, 280, 520, 760]
#ylist = [40, 160, 280, 400, 520, 640, 760]
#ylist = [40, 220, 400, 580, 760]4bunnkatsu
c.grid(xlist, ylist[3 - nCase:])
#ページを確定
c.showPage()
########################################################################
# pdfの作成
def print_head(self, c , title):
#title = 'Sample Project'
#タイトル描画
c.setFont(self.FONT_NAME, 20)
c.drawString(50, 795, title)
#sub title
c.setFont(self.FONT_NAME, 12)
#データを描画
########################################################################
inputf = './db/input.txt'
f = open(inputf,'r', encoding='utf-8')
tmpData = []
while True:
line = f.readline()
if line:
if line != '\n':
tmpData.append(line.replace('\n',''))
else:
tmpData.append('')
else:
break
f.close()
data = tmpData
#c.setFont(self.FONT_NAME, 9)
for i in range(0,len(data)):
# txt
c.drawString(55, 720-(i-1)*14, data[i])
"""
# Model Diagram
imagefile = './db/model.png'
c.drawImage(imagefile, 60, -300, width=18*cm , preserveAspectRatio=True)
"""
#ページを確定
c.showPage()
########################################################################
# whole control
def create_pdf(self, dataNum, pdfFile, title):
# Parameter -------
# inputf : path to text file
# imagefile: path to png file
# pdfFile : name of making pdf file
#フォントファイルを指定して、フォントを登録
#folder = os.path.dirname(reportlab.__file__) + os.sep + 'fonts'
#pdfmetrics.registerFont(TTFont(FONT_NAME, os.path.join(folder, 'ipag.ttf')))
#出力するPDFファイル
c = canvas.Canvas(pdfFile)
# ページ数
########################################################################
#dataNum = len(inputf)
numPage = dataNum // 3
numMod = dataNum % 3
#print(numPage,numMod)
if numMod >= 1:
numPage = numPage + 1
# pdfの作成
########################################################################
#self.print_head( c , title)
for i in range(0,numPage):
index = 3*i # index: 参照データのインデックス
if numPage == 1:
self.print_page( c, index, dataNum)
elif i != numPage-1 and numPage != 1:
self.print_page( c, index, 3)
else:
if numMod != 0:
self.print_page( c, index, numMod)
else:
self.print_page( c, index, 3 )
#pdfファイル生成
########################################################################
c.save()
print ("repot.py is Okay!!.")
########################################################################
# END CLASS
"""
########################################################################
# test script
pathname = "./test.pdf"
obj = Report()
# テキストの読み込み
########################################################################
inputf = []
inputf.append("./db/rcslab.txt")
inputf.append("./db/rcslab.txt")
inputf.append("./db/rcslab.txt")
inputf.append("./db/rcslab.txt")
inputf.append("./db/rcslab.txt")
inputf.append("./db/rcslab.txt")
title = "sample"
obj.create_pdf(3,pathname,title)
"""