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Hello, Just learned that I passed PE in October by email and also looked at pcshq site where it says I passed. I called pcshq and they are saying it is only pass / fail indication and no further details will be released about how did I do on which subject or % comparison to others etc... I...

dont need to tab much. i just tabbed several key places. it has black separation marks anyway, you can easily know the five main areas. but, i am talking from thepoint of view of geotech PM may be. because all others i didnt need to tab and geotech section of CERM is kind of thin

thanks but how do you know where the deflection is maximum or minimum? i know that where the deflection is max or min the slope is zero... again i am asking for a simple way... if there is a shortcut etc... of course we can ultimately determine where the slope is zero by following the methods as...

this may be ok for some conditions but doesnt seem correct to me for all cases. i know that you mean when the shear is zero, it is transitioning from positive to negative or the opposite, but what if it stops at zero, continues like that for a long distance, and then again becomes some other...

so the PE exam is open book but I have like 10-15 books with me that I will tak eto exam room so do they allow bags or luggage etc? i mean how else can i carry them all ?

cut score 56 means we must do 56% correct? or be above 56% of other people? and no penalty for guessing right?

thanks a lot

thanks vtenviro i didnt see that formula before does it relate to mid point sight distance from obstacle in horizontal curve? (HSO things) i mean what is K in other words :)

geo... thanks

ok yes i entered as 2' 29 '' one day to go to exam so my brain overheated i guess..,. studying 12+ hours everyday since 10 days

Find: Which of the following is NOT true for symmetrical vertical curves: (A) The elevation of the mid-chord point is the average of the elevations of the BVC and EVC (B) The vertical curve lies midway between the PVI and the midpoint of the chord © The low point on a sag vertical curve is...

what does symmetric vertical curve mean exactly? does it mean g1 = -g2 ?

Given: When moving up on a horizontal curve to the right (i.e. set up anywhere on point on curve POC). Find: The clockwise angle to turn off to hit the radius point (i think radius is the center of circle) is: and the answer is © Deflection angle measured from PC to that point plus 90 degrees...

In a question I am solving it says A horizontal circular curve for a new urban highway has a radius of 2500 ft and a degree of curve (arc definition) of 2.29º. But if you put this two numbers into formula R=5729.578 / D It doesnt match to each other Please help

in the formula L=100 I / D what is the I units? degrees?

ok thanks i printed a few pages from there

question 131 in NCEES AM sample test asks for a weaving highway section but where does this fall under the categories they list for exam specifications for Transport AM? horizontal curves? i thought horizontal curves subject is for calculating distances etc.... where should i look for this...

ok got it thanks

got it thanks

got it thanks