def _html(self, precision=2):
yield '摩擦桩单桩竖向受拉承载力计算'
yield self.formatx('L', digits=precision)
yield self.formatx('u', digits=precision)
yield self.formatx('Ap', digits=precision)
yield '地质资料:'
t = []
qik = self.para_attrs('qik')
t.append([
'地层编号', '地层名称(m)', '地层厚度(m)',
'{}({})'.format(qik.symbol, qik.unit)
])
for i in range(len(self.li)):
t.append([i, self.layers[i], self.li[i], self.qik[i]])
yield html.table2html(t)
eq = '0.3·u·∑αi·qik·li'
yield self.format('Rt', eq=eq, digits=precision)
yield self.format('R0', digits=precision)
ok = self.Rt > self.R
yield '{} {} {}， {}满足规范要求。'.format(
self.format('R', digits=precision), '<' if ok else '>',
self.format('Rt', digits=precision, omit_name=True),
'' if ok else '不')
# if ok:
# yield '（安全系数{:.2f}）'.format(self.K)
return
def _html(self, precision=2):
yield '按嵌岩桩计算桩基竖向承载力'
yield self.format('L', digits=None)
yield self.format('u', digits=precision)
yield self.format('Ap', digits=precision)
yield '地质资料:'
t = []
t.append(('地层编号', '地层名称(m)', '地层厚度(m)', 'q<sub>ik</sub>(kPa)',
'f<sub>rk</sub>(kPa)'))
for i in range(len(self.li)):
t.append((i, self.layers[i], self.li[i], self.qik[i], self.frk[i]))
yield html.table2html(t)
yield self.format('c1', precision)
yield self.format('ζs', precision)
eq = 'c1·Ap·frk+u·∑<i>c</i><sub>2i</sub>·<i>h</i><sub>i</sub>·<i>f</i><sub>rki</sub>+0.5·ζs·u·∑qik·li'
if self.option:
yield self.format('Nn',
eq='u·∑<i>q</i><sub>ni</sub>·li',
digits=precision)
eq += ' - Nn'
yield self.format('Ra', eq=eq, digits=precision)
yield self.format('R0', digits=None)
ra = self.para_attrs('Ra')
ok = self.Ra > self.R
yield '{} {} {}， {}满足规范要求。'.format(
self.format('R', digits=precision), '≤' if ok else '>',
self.format('Ra', digits=precision, omit_name=True),
'' if ok else '不')
return
def _html(self, digits=2):
for para in self.inputs:
yield self.format(para, digits=None)
yield self.format('b',digits)
yield '{}{}{}'.format(
self.format('a_', digits),
'>' if self.overlaped else '≤',
self.format('d', digits, omit_name=True)
)
yield '跨中垂直于板跨方向相邻车轮分布宽度范围{}重叠。'.format('' if self.overlaped else '不')
yield '支承处垂直于板跨方向的荷载分布宽度按单轮计算。'
yield '垂直于板跨方向的荷载分布宽度：'
t = []
t.append(['距板跨端部的距离(m)', '荷载分布宽度(m)'])
for item in self.a:
t.append(item)
yield html.table2html(t, digits, True)
yield '{}{}{}'.format(
self.format('ac_', digits, eq='(a1+2*h)+2*lc'),
'>' if self.overlaped_c else '≤',
self.format('d', digits, omit_name=True)
)
yield '悬臂端垂直于板跨方向相邻车轮分布宽度范围{}重叠，故{}。'.format(
'' if self.overlaped_c else '不',
self.format('a_c', digits, omit_name=True)
)
def _html(self,digits=2):
if self.code == 'GB':
pass
elif self.code == 'JTG':
pass
elif self.code == 'TB':
yield '<h2>偏心受压构件验算</h2><p>《铁路桥涵混凝土结构设计规范》（TB 10092-2017）</p>'
for key in self.tables:
yield '<h3>{}</h3>'.format(key)
yield html.table2html(self.tables[key],digits)
def html(self, digits=2):
tables = {}
th = []
titles = ['计算位置', '计算方法', 't', 'bs', 'ε1', 'fced', 'Cid', 'Ciu', 'Tid', 'Tiu']
for title in titles:
try:
attr = self.para_attrs(title)
s = '{} {} {}'.format(
attr.name, attr.symbol,
'' if attr.unit == '' else '({})'.format(attr.unit)
)
th.append(s)
except:
th.append(title)
for o in ['x', 'y']:
tb = []
tb.append(th)
Rst = self.Rstx if o == 'x' else self.Rsty
if len(Rst) < 1:
continue
for rst in Rst:
row = []
for item in rst:
row.append(item)
tb.append(row)
tables[o] = tb
doc = '<div>'
doc += '<p>（1）承台承载力</p>'
doc += '<p>{}</p>'.format(self.format('Fd'))
doc += '<p>{}</p>'.format(self.format('Mxd'))
doc += '<p>{}</p>'.format(self.format('Myd'))
for key in tables:
doc += '{}方向'.format(key)
doc += html.table2html(tables[key], digits, True)
doc += '</div>'
#
if len(self.fc_beams) > 0:
for fc in self.fc_beams:
doc += '<div>{}</div>'.format(fc.html())
# 柱或墩台向下冲切
doc += '<p>（2）柱或墩台向下冲切</p>'
if self.punching_capacity_down:
doc += '<div>{}</div>'.format(self.punching_capacity_down.html())
# 角桩或边桩向上冲切
doc += '<p>（3）角桩或边桩向上冲切</p>'
if self.punching_capacity_ups:
for pcu in self.punching_capacity_ups:
doc += '<div>{}</div>'.format(pcu.html())
return doc
def _html(self, digits=2):
for param in ('α', 'μ', 'Δt', 'xsp'):
yield self.format(param, digits)
tb = []
rh = ['墩(台)号']
for i in range(len(self.xs)):
rh.append(i)
tb.append(rh)
for param in ('xs', 'fixeds', 'kb', 'kp', 'ks', 'Ws', 'move_status',
'Fs'):
attr = self.para_attrs(param)
chname = attr.name if attr.unit == '' else '{}({})'.format(
attr.name, attr.unit)
tb.append([chname] + getattr(self, param))
yield html.table2html(tb, digits)
def _html(self, digits=2):
for param in self.inputs:
yield self.format(param)
yield self.format('α', eq='(m*b1/E/I)<sup>0.2</sup>')
if self.αh <= 2.5:
yield '{} ≤ 2.5， 不满足适用条件，计算结果仅供参考。'.format(
self.format('αh', omit_name=True))
yield self.format('kh', eq='C0/(α*E)*I0/I')
for param in ('δHH', 'δHM', 'δMH', 'δMM'):
yield self.format(param)
yield self.format('x0', eq='H0*δHH+M0*δHM')
yield self.format('φ0', eq='-(H0*δMH+M0*δMM)')
yield '{} ({})'.format(self.format('Mmax'),
self.format('z_Mmax', omit_name=True))
yield '{} ({})'.format(self.format('Qmax'),
self.format('z_Qmax', omit_name=True))
t = self.Forces
t.insert(0, ['桩深(m)', '弯矩M', '剪力Q'])
yield html.table2html(t, digits)
def _html(self, precision=2):
yield '按摩擦桩计算桩基竖向承载力'
yield self.formatx('L', digits=precision)
yield self.formatx('u', digits=precision)
yield self.formatx('Ap', digits=precision)
yield '地质资料:'
t = []
qik = self.para_attrs('qik')
fa0 = self.para_attrs('fa0')
t.append([
'地层编号', '地层名称(m)', '地层厚度(m)',
'{}({})'.format(qik.symbol,
qik.unit), '{}({})'.format(fa0.symbol, fa0.unit)
])
for i in range(len(self.li)):
t.append([i, self.layers[i], self.li[i], self.qik[i], self.fa0[i]])
yield html.table2html(t)
yield '系数:'
yield self.format('m0', digits=None)
yield self.format('λ', digits=None)
yield self.format('k2', digits=None)
yield self.format('γ2', digits=None)
yield self.format('h', precision)
yield self.format('qr', digits=precision, eq='m0·λ·(fa0+k2·γ2·(h-3))')
eq = '0.5·u·∑qik·li+Ap·qr'
if self.option:
yield self.format('Nn',
eq='u·∑<i>q</i><sub>ni</sub>·li',
digits=precision)
eq += ' - Nn'
yield self.format('Ra', eq=eq, digits=precision)
yield self.format('R0', digits=precision)
ok = self.Ra > self.R
yield self.format_conclusion(
ok, self.format('R', digits=precision), '<' if ok else '>',
self.format('Ra', digits=precision, omit_name=True),
'{}满足规范要求。'.format('' if ok else '不'))
if ok:
yield '承载力富余量{:.1f}%。'.format((self.K - 1) * 100)
return
